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EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:8: (SSI) steel works site on the southern bank of the River Tees estuary. The proposed
EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:16: Terminal, on the south bank of the River Tees. The Main Site, together with the
EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:16: network are intended to cross the River Tees to land within the administrative
EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:17: south of the River Tees. Where the Gas Connection Corridor and CO2 Gathering
EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:17: Network Corridors are north of the River Tees, this land is within the jurisdiction of
EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:18: of land to the south of the River Tees, within RCBC. It includes the former SSI
EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:18: the River Tees.
EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:18:2.20 On the north bank of the River Tees, and west of the SSI site, similar industrial
EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:20: ─ The River Tees is approximately 1.6 km to the west of the Main Site. The
EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:20: River Tees is tidal at the location, with the normal tidal limit approximately
EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:20: The Dabholm Gut flows to the River Tees approximately 0.8 km
EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:20: complexes along the banks of the River Tees.
EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:21: industrial areas of the north and south banks of the River Tees. The corridors are
EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:21: ─ The Gas Connection corridors cross the River Tees to the south of
EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:21: complexes along the banks of the River Tees.
EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:23: complexes along the banks of the River Tees.
EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:23: Springs level and the River Tees;
EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:23: complexes along the banks of the River Tees.
EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:24: complexes along the banks of the River Tees.
EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:25: complexes along the banks of the River Tees.
EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:29: to the north of the River Tees, approximately 3.7 km west of the SSI site. An Above
EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:30: abstraction licence for cooling water from the River Tees.
EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:30: the River Tees, following suitable pre-treatment, and/ or may be provided from the
EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:30: otherwise discharge to the River Tees) to the Main Site. This, as above, is the
EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:41: emissions from the industrial complexes located along the River Tees. The monitor
EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:44:6.28 The River Tees is approximately 1.6 km to the west of the indicative DCO site
EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:44: boundary, with the North Sea approximately 0.6 km to the north. The River Tees is
EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:44: Dabholm Gut flows to the River Tees approximately 0.8 km south of the indicative
EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:45: north of the Dabholm Gut and west (i.e. on the south bank) of the River Tees.
EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:45: Given the tidal nature of the River Tees in this location, the application for a DCO
EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:45: utilities tunnels beneath the River Tees, subject to consultation and
EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:45: ─ potential impacts relating to the abstraction of water from the River Tees
EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:54: River Tees and/ or the North Sea (as appropriate) due to construction works at the
EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:57: dominated by the meandering lower reaches of the River Tees and its tributaries, with
EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:57: along the banks of the River Tees however, the RCBC ‘Landscape Character
EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:63: the south bank of the River Tees within the PD Ports Teesport landholding.
EN010103-001063-NZT DCO 6.4.27 ES Vol III Appendix 12J GCN Report.pdf:6: • Waterbodies south of the River Tees were discounted after INCA
EN010103-001063-NZT DCO 6.4.27 ES Vol III Appendix 12J GCN Report.pdf:8: north of the River Tees, as it is not possible to be fully certain that great
EN010103-001063-NZT DCO 6.4.27 ES Vol III Appendix 12J GCN Report.pdf:8: for land to the south of the River Tees within Redcar and Cleveland. This is
EN010103-001137-NZT DCO 6.4.46 ES Vol III Appendix 24A Planned Development and Development Allocations.pdf:2: dry material at a rate of 12m tons per annum (dry Bank of the River Tees. 2018. It is the intention that all works will be completed
EN010103-001137-NZT DCO 6.4.46 ES Vol III Appendix 24A Planned Development and Development Allocations.pdf:11: River Tees.
EN010103-002421-NZT DCO 9.42 - Comments on D9 Submissions & Additional Submissions - Oct 2022 (D11).pdf:6: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-002421-NZT DCO 9.42 - Comments on D9 Submissions & Additional Submissions - Oct 2022 (D11).pdf:50: course of the River Tees. This known marine heritage asset is of regional importance
EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:6: Middlesbrough, where the River Tees meets the North Sea. The Proposed
EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:12: porpoise are known to regularly forage within the lower stretches of the River Tees
EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:42:4.2.31 The CO2 Gathering Network Pipeline will cross the River Tees in the existing
EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:42: construction through the River Tees in order to install this aspect of the Proposed
EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:43: on the western side of the River Tees, supports a breeding colony of harbour seal.
EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:45:4.2.44 Since the CO2 Gathering Network Pipeline will cross the River Tees in the existing
EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:45: through the River Tees in order to install this aspect of the Proposed Development
EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:51:4.3.16 The CCGT unit will be cooled with water abstracted from the River Tees as a worst-
EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:58: Seal Sands Industrial Estate, before crossing the River Tees and reaching the PCC Site.
EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:58: Therefore, relatively narrow bands of Saltholme Reservoir and the River Tees would
EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:59:6.1.16 The CO2 Gathering Network Pipeline will cross the River Tees in the existing
EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:65: the proximity of the Proposed Development to Coatham Sands and the River Tees,
EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:66: Cleveland Coast SPA / Ramsar, including the River Tees, ditches, ponds in the
EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:66:6.1.45 Given the Proposed Development’s proximity to the River Tees and its hydrological
EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:77: Plan Document (DPD) contains the a) to the south of the River Tees - the land located around Teesport, Smiths Dock
EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:77: management of waste. It consists of b) to the north of the River Tees - the land located around the Graythorp and
EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:77: DPD and the Mineral and Waste c) to the north of the River Tees - the land located around the Port Clarence,
EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:79: proposals (such as to secure an additional strategic road crossing of the River Tees). No potential
EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:79: Proposed Development directly adjacent to the River Tees. It follows that the main relevant
EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:97: g. Paragraph 4.2.30 and 4.2.31 discuss the construction of the gas pipeline below the River Tees in relation to the foraging terns and the CO2 export pipeline
EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:109: arise due to the drilling of the CO2 gathering network below the River Tees as this will not be in the water column.
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:11: limits under the River Tees (together with associated headhouse) operated by Sembcorp;
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:91:cement mixing and washing areas at least 10 metres from the River Tees or surface water drain to
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:96: (i) the installation of a subsea pipeline underneath the River Tees using horizontal
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:104:cement mixing and washing areas at least 10 metres from the River Tees or surface water drain to
EN010103-002528-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Nov 2022 (D12).pdf:9: and CO2 pipeline crossings of the River Tees and the water outfall from the Electricity
EN010103-002528-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Nov 2022 (D12).pdf:9: cross the River Tees into the administrative area of Stockton-on-Tees Borough Council. At
EN010103-002528-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Nov 2022 (D12).pdf:9: this location, the River Tees is tidal. In addition, there are elements of the Site which extend
EN010103-002528-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Nov 2022 (D12).pdf:10: • a CO2 gathering network (including connections under the tidal River Tees) to collect
EN010103-002528-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Nov 2022 (D12).pdf:10: including crossings beneath the River Tees.
EN010103-002528-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Nov 2022 (D12).pdf:12: to transport the captured CO2 (including the connections under the tidal River Tees).
EN010103-002528-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Nov 2022 (D12).pdf:12: transport the captured CO2 (including the connections under the tidal River Tees).
EN010103-002528-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Nov 2022 (D12).pdf:19: harbour authority on the River Tees;
EN010103-002528-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Nov 2022 (D12).pdf:34: to the Crown Estate land within the Order land (under the River Tees and within Tees Bay).
EN010103-002528-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Nov 2022 (D12).pdf:38: Sembcorp Gas Pipeline under the River Tees to Bran Sands and then via a new 24“
EN010103-002528-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Nov 2022 (D12).pdf:38: Pipeline runs through the existing Seal Sands utility corridor and crosses the river Tees
EN010103-002528-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Nov 2022 (D12).pdf:39: under the River Tees before entering the PCC Site for high pressure (HP) compression.
EN010103-002528-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Nov 2022 (D12).pdf:40: 3.8.23. The routeing of the CO2 Gathering Network across the River Tees will be by construction
EN010103-002528-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Nov 2022 (D12).pdf:50: River Tees by being installed in the existing Sembcorp No. 2 Tunnel. The Sembcorp Tunnel
EN010103-002528-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Nov 2022 (D12).pdf:53: captured CO2 (including the connections under the tidal River Tees);
EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:17: Receiving Water: River Tees Estuary
EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:48: Watercourse Name: River Tees
EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:48: Watercourse Name: River Tees
EN010103-001772-NZT DCO 9.8 - Appendix GEN.1.41c - STDC Constitution - June 2022.pdf:4: River Tees, in the Borough of Redcar and Cleveland.
EN010103-001899-NZT DCO 8.12 - Northumbrian Water Ltd SoCG (Tracked) July 2022 (D4).pdf:5: the tidal River Tees), a high-pressure carbon
EN010103-001899-NZT DCO 8.12 - Northumbrian Water Ltd SoCG (Tracked) July 2022 (D4).pdf:7: River Tees) to collect and transport the captured CO2 from industrial emitters
EN010103-001899-NZT DCO 8.12 - Northumbrian Water Ltd SoCG (Tracked) July 2022 (D4).pdf:8: crossings beneath the River Tees.
EN010103-001899-NZT DCO 8.12 - Northumbrian Water Ltd SoCG (Tracked) July 2022 (D4).pdf:8:1.2.21.3.2 NWL apparatus is located both on the north bank of the River Tees, under the
EN010103-001899-NZT DCO 8.12 - Northumbrian Water Ltd SoCG (Tracked) July 2022 (D4).pdf:8: Tees and also on the south bank of the River Tees. The Applicants’ DCO Order Limits
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:6: Middlesbrough, where the River Tees meets the North Sea. The Proposed
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:12: porpoise are known to regularly forage within the lower stretches of the River Tees
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:42: part of the River Tees), will also involve construction or decommissioning activities
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:43:4.2.30 The CO2 Gathering Network pipeline needs to cross the River Tees, either in the
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:43: existing Sembcorp No. 2 Tunnel, or alternatively in a HDD bore. The River Tees is
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:43:4.2.31 The CO2 Gathering Network Pipeline will cross the River Tees in the existing
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:43: construction through the River Tees in order to install this aspect of the Proposed
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:45: on the western side of the River Tees, supports a breeding colony of harbour seal.
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:47:4.2.43 The crossing of the CO2 pipeline under the River Tees will also involve working below
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:47:4.2.44 Since the CO2 Gathering Network Pipeline will cross the River Tees in the existing
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:47: through the River Tees in order to install this aspect of the Proposed Development
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:47: section across the River Tees, it is concluded that there is no linking impact pathway
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:47: crosses the River Tees opposite Seal Sandsconstruction phase.
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:53:4.3.16 The CCGT unit will be cooled with water abstracted from the River Tees as a worst-
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:61: Seal Sands Industrial Estate, before crossing the River Tees and reaching the PCC Site.
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:61: Therefore, relatively narrow bands of Saltholme Reservoir and the River Tees would
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:62: Table 6.2 above can equally be applied to the HDD crossing the River Tees. This
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:62: Terminals on the west side of the River Tees. Applying the existing noise model and
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:62: Network Pipeline will cross the River Tees in the existing Sembcorp No.2 Tunnel
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:70: Cleveland Coast SPA / Ramsar, including the River Tees, ditches, ponds in the
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:70:6.1.486.1.45 Given the Proposed Development’s proximity to the River Tees and its
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:78: Plan Document (DPD) contains the a) to the south of the River Tees - the land located around Teesport, Smiths Dock
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:78: management of waste. It consists of b) to the north of the River Tees - the land located around the Graythorp and
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:78: DPD and the Mineral and Waste c) to the north of the River Tees - the land located around the Port Clarence,
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:80: transport proposals (such as to secure an additional strategic road crossing of the River Tees). No
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:80: Proposed Development directly adjacent to the River Tees. It follows that the main relevant
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:97: g. Paragraph 4.2.30 and 4.2.31 discuss the construction of the gas pipeline below the River Tees in relation to the foraging terns and the CO2 export pipeline
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:109: arise due to the drilling of the CO2 gathering network below the River Tees as this will not be in the water column.
EN010103-000886-NZT DCO 6.2.1 ES Vol I Chapter 1 Introduction.pdf:3: exception of the gas and CO2 pipeline crossings of the River Tees and the
EN010103-000886-NZT DCO 6.2.1 ES Vol I Chapter 1 Introduction.pdf:3: Gathering Network (including a crossing of the tidal River Tees) and the
EN010103-002551-NZT DCO 5.4 - DAS (Tracked) - Nov 2022 (D12).pdf:4: South Bank of the River Tees on the North-East coast of the UK.
EN010103-002551-NZT DCO 5.4 - DAS (Tracked) - Nov 2022 (D12).pdf:4: the River Tees in the borough of Redcar and Cleveland.
EN010103-002551-NZT DCO 5.4 - DAS (Tracked) - Nov 2022 (D12).pdf:9: largely involve existing and former industrial land either side of the River Tees, while
EN010103-002551-NZT DCO 5.4 - DAS (Tracked) - Nov 2022 (D12).pdf:14: exception of the gas and CO2 pipeline crossings of the River Tees and the wastewater
EN010103-002551-NZT DCO 5.4 - DAS (Tracked) - Nov 2022 (D12).pdf:15: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-002551-NZT DCO 5.4 - DAS (Tracked) - Nov 2022 (D12).pdf:15: Borough Council. At this location, the River Tees is tidal. In addition, there are
EN010103-002551-NZT DCO 5.4 - DAS (Tracked) - Nov 2022 (D12).pdf:17: on-Tees, including crossings beneath the River Tees.
EN010103-002551-NZT DCO 5.4 - DAS (Tracked) - Nov 2022 (D12).pdf:20: encompasses land on either side of the River Tees between Dormanstown and
EN010103-002551-NZT DCO 5.4 - DAS (Tracked) - Nov 2022 (D12).pdf:22: Corridor and the CO2 Gathering Network Corridor) cross the River Tees into the
EN010103-002551-NZT DCO 5.4 - DAS (Tracked) - Nov 2022 (D12).pdf:22: administrative area of STBC. As mentioned above, at this location the River Tees is
EN010103-002551-NZT DCO 5.4 - DAS (Tracked) - Nov 2022 (D12).pdf:24: development along the south bank of the River Tees from Middlesbrough up to
EN010103-002551-NZT DCO 5.4 - DAS (Tracked) - Nov 2022 (D12).pdf:24: operation. Opened in 1979 and located near the mouth of the River Tees, the Redcar
EN010103-002551-NZT DCO 5.4 - DAS (Tracked) - Nov 2022 (D12).pdf:28: Terminal (‘RBT’) and the River Tees.
EN010103-002551-NZT DCO 5.4 - DAS (Tracked) - Nov 2022 (D12).pdf:28: Transmission System (‘NTS’) on the north bank of the River Tees and a tie-in to
EN010103-002551-NZT DCO 5.4 - DAS (Tracked) - Nov 2022 (D12).pdf:28: across Seal Sands and the under the River Tees to Bran Sands and on to the Wilton
EN010103-002551-NZT DCO 5.4 - DAS (Tracked) - Nov 2022 (D12).pdf:29: through Seal Sands before running south-east under the River Tees. On the south
EN010103-002551-NZT DCO 5.4 - DAS (Tracked) - Nov 2022 (D12).pdf:29: bank of the River Tees, the pipeline will run along the existing pipeline corridor
EN010103-002551-NZT DCO 5.4 - DAS (Tracked) - Nov 2022 (D12).pdf:29: The crossing of the CO2 Gathering Network under the River Tees will be achieved
EN010103-002551-NZT DCO 5.4 - DAS (Tracked) - Nov 2022 (D12).pdf:29: areas either side of the River Tees (to facilitate the pipeline crossings of the Tees)
EN010103-002551-NZT DCO 5.4 - DAS (Tracked) - Nov 2022 (D12).pdf:29: of the River Tees. The Water Discharge Connection Corridor (replacement outfall
EN010103-002551-NZT DCO 5.4 - DAS (Tracked) - Nov 2022 (D12).pdf:32: and the ConocoPhillips operated North Sea Terminal across the River Tees at Seal
EN010103-002551-NZT DCO 5.4 - DAS (Tracked) - Nov 2022 (D12).pdf:32: the Site across the River Tees in Stockton. These include an oil terminal and refinery
EN010103-002551-NZT DCO 5.4 - DAS (Tracked) - Nov 2022 (D12).pdf:49: corridors, including the use of a shorter River Tees crossing for the Gas Connection
EN010103-002551-NZT DCO 5.4 - DAS (Tracked) - Nov 2022 (D12).pdf:49: • Removal of the requirement to abstract water from the River Tees.
EN010103-002551-NZT DCO 5.4 - DAS (Tracked) - Nov 2022 (D12).pdf:52: • the CO2 Gathering Network Corridor (Work No. 6) from the north of the River Tees
EN010103-002551-NZT DCO 5.4 - DAS (Tracked) - Nov 2022 (D12).pdf:53: of the River Tees, while the pipelines and cables will be for the most part installed
EN010103-002551-NZT DCO 5.4 - DAS (Tracked) - Nov 2022 (D12).pdf:72: including crossings beneath the River Tees.
EN010103-001787-NZT DCO 8.7 - Historic England SoCG - June 2022.pdf:5: the tidal River Tees), a high-pressure carbon
EN010103-001787-NZT DCO 8.7 - Historic England SoCG - June 2022.pdf:8: River Tees.
EN010103-002254-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Sept 2022(D8).pdf:9: and CO2 pipeline crossings of the River Tees and the water outfall from the Electricity
EN010103-002254-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Sept 2022(D8).pdf:9: cross the River Tees into the administrative area of Stockton-on-Tees Borough Council. At
EN010103-002254-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Sept 2022(D8).pdf:9: this location, the River Tees is tidal. In addition, there are elements of the Site which extend
EN010103-002254-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Sept 2022(D8).pdf:10: • a CO2 gathering network (including connections under the tidal River Tees) to collect
EN010103-002254-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Sept 2022(D8).pdf:10: including crossings beneath the River Tees.
EN010103-002254-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Sept 2022(D8).pdf:12: to transport the captured CO2 (including the connections under the tidal River Tees).
EN010103-002254-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Sept 2022(D8).pdf:12: transport the captured CO2 (including the connections under the tidal River Tees).
EN010103-002254-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Sept 2022(D8).pdf:20: harbour authority on the River Tees;
EN010103-002254-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Sept 2022(D8).pdf:35: to the Crown Estate land within the Order land (under the River Tees and within Tees Bay).
EN010103-002254-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Sept 2022(D8).pdf:38: Sembcorp Gas Pipeline under the River Tees to Bran Sands and then via a new 24”
EN010103-002254-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Sept 2022(D8).pdf:38: Pipeline runs through the existing Seal Sands utility corridor and crosses the river Tees
EN010103-002254-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Sept 2022(D8).pdf:40: under the River Tees before entering the PCC Site for high pressure (HP) compression.
EN010103-002254-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Sept 2022(D8).pdf:40: 3.8.24. The routeing of the CO2 Gathering Network across the River Tees will be by construction
EN010103-002254-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Sept 2022(D8).pdf:51: River Tees by being installed in the existing Sembcorp No. 2 Tunnel. The Sembcorp Tunnel
EN010103-002254-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Sept 2022(D8).pdf:53: captured CO2 (including the connections under the tidal River Tees);
EN010103-002631-NZT DCO 3.3 - Funding Statement - Appendix 1 (Clean) - Nov 2022 (D13).pdf:9: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-002631-NZT DCO 3.3 - Funding Statement - Appendix 1 (Clean) - Nov 2022 (D13).pdf:10: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-002631-NZT DCO 3.3 - Funding Statement - Appendix 1 (Clean) - Nov 2022 (D13).pdf:10: Borough Council. At this location, the River Tees is tidal. In addition, there are
EN010103-002631-NZT DCO 3.3 - Funding Statement - Appendix 1 (Clean) - Nov 2022 (D13).pdf:11: • a CO2 gathering network (including connections under the tidal River Tees) to
EN010103-002631-NZT DCO 3.3 - Funding Statement - Appendix 1 (Clean) - Nov 2022 (D13).pdf:11: Stockton-on-Tees, including crossings beneath the River Tees.
EN010103-002323-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Tracked Oct 2022 (D9).pdf:6: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-002323-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Tracked Oct 2022 (D9).pdf:9:3.2.1 The potential source of the water used for cooling is raw, untreated, River Tees water
EN010103-002323-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Tracked Oct 2022 (D9).pdf:10: Tees. It will simply be abstracted from the Ririver Tees (by NWL), used on passed
EN010103-002323-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Tracked Oct 2022 (D9).pdf:12: • Raw Water from the River Tees; and
EN010103-002323-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Tracked Oct 2022 (D9).pdf:14: • Raw Water from the River Tees; and
EN010103-002323-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Tracked Oct 2022 (D9).pdf:23: sources along the River Tees upstream of Middlesbrough
EN010103-002323-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Tracked Oct 2022 (D9).pdf:27: sources along the River Tees upstream of Middlesbrough
EN010103-002323-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Tracked Oct 2022 (D9).pdf:30: channel of the River Tees, in the bottom half of the water column;
EN010103-001858-9.11 - Applicants' Comments on Deadline 2 Submissions - June 2022(D3).pdf:5: River Tees) to collect and transport the captured CO2 from industrial emitters
EN010103-001858-9.11 - Applicants' Comments on Deadline 2 Submissions - June 2022(D3).pdf:6: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:46:common tern, which breed at various locations, feed within the River Tees and associated water
EN010103-001764-NZT DCO 9.8 - Appendix PPL.1.3c - Teesworks Design Guide - June 2022.pdf:13:England, at the mouth of the River Tees. The England has led to the opportunity for new businesses
EN010103-002178-NZT DCO 8.30 - NTG SoCG - Sept 2022(D7) (Clean).pdf:5: the tidal River Tees), a high-pressure carbon
EN010103-001119-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 1.pdf:6: biodiversity interest particularly along the River Tees and the estuary, and
EN010103-001119-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 1.pdf:6: in the River Tees Corridor and Teesmouth, and minimising adverse
EN010103-001119-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 1.pdf:17: below the mean high-water line of the River Tees, which forms the boundary
EN010103-001119-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 1.pdf:20: The River Tees, which marks the boundary between the boroughs of Redcar
EN010103-001119-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 1.pdf:22: In addition to the River Tees, see above, the Site boundary coincides with
EN010103-001119-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 1.pdf:26: north of the River Tees. Given this, further
EN010103-000864-NZT DCO 4.7.4 Gas Connection and AGI Plans Sheet 4.pdf:1: GC2 - MINOR ROAD & GC1 - RIVER TEES CROSSING -
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:9: the River Tees in the borough of Redcar and
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:21: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:22: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:22: Borough Council. At this location the River Tees is tidal. In addition, there are
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:24: Stockton-on-Tees, including crossings beneath the River Tees.
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:24: River Tees, across the Tees to the PCC Site (Work No. 6).
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:28: along the south bank of the River Tees from Middlesbrough up to Redcar. At the
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:28: 1979 and located near the mouth of the River Tees, the Redcar blast furnace, which
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:32: either side of the River Tees. RCBC and STBC represent the ‘host local authorities’
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:32: of land south of the River Tees within the administrative boundary of RCBC. The
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:40: transport the captured CO2 (including connections under the tidal River Tees);
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:57: Marine Area (within or under the tidal River Tees and also within the North Sea).
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:59: tidal rivers, including the River Tees.
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:60: High Water Springs (‘MHWS’) within the foreshore area and the tidal River Tees.
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:98:6.2.386.2.41 The PCC Site and the connection corridors on the south bank of the River Tees
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:99: Drilling (‘HDD’) crossing of the River Tees required for Option 2 for the CO2 Gathering
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:103: the connections that cross the River Tees and the CO2 Export Pipeline which crosses
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:129: and 3 in England should be The PCC Site and the connection corridors on the south bank of the River Tees
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:129: flooding and not result in an increased Horizontal Directional Drilling (‘HDD’) crossing of the River Tees required for
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:196: the River Tees (e.g.
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:209: connections under the tidal River Tees);
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:245: (draft EN-1, 4.4) relevant Marine Plans. has three main tidal rivers, including the River Tees.
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:247: and parts of the tidal River Tees.
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:249:paras 4.8.6 - 4.8.8) intended to be transported and and the tidal River Tees.
EN010103-002638-NZT DCO 8.12 - NWL SoCG - Final - Nov 2022 (D13).pdf:5: the tidal River Tees), a high-pressure carbon
EN010103-002638-NZT DCO 8.12 - NWL SoCG - Final - Nov 2022 (D13).pdf:7: River Tees) to collect and transport the captured CO2 from industrial emitters
EN010103-002638-NZT DCO 8.12 - NWL SoCG - Final - Nov 2022 (D13).pdf:8: crossings beneath the River Tees.
EN010103-002638-NZT DCO 8.12 - NWL SoCG - Final - Nov 2022 (D13).pdf:8:1.1.9 NWL apparatus is located both on the north bank of the River Tees, under the Tees
EN010103-002638-NZT DCO 8.12 - NWL SoCG - Final - Nov 2022 (D13).pdf:8: and also on the south bank of the River Tees. The Applicants’ DCO Order Limits
EN010103-001853-8.3 - STDC SoCG (Clean) - June 2022(D3).pdf:5: the connections under the tidal River Tees), a high-
EN010103-001853-8.3 - STDC SoCG (Clean) - June 2022(D3).pdf:7: the River Tees, in the Borough of Redcar and Cleveland. The majority of this land was
EN010103-001234-NZT - Regulation 32 Transboundary Screening (13).pdf:2: south bank of the River Tees estuary. The SSI site was
EN010103-001234-NZT - Regulation 32 Transboundary Screening (13).pdf:2: gathering pipe network would cross the River Tees. The water
EN010103-001234-NZT - Regulation 32 Transboundary Screening (13).pdf:4: removal of the requirement for water abstraction from the River Tees; and
EN010103-001234-NZT - Regulation 32 Transboundary Screening (13).pdf:6: port, and the Redcar Bulk Terminal on the River Tees. The Applicant has undertaken a
EN010103-001238-Natural England Net Zero Teesside NSIP Redcar_Redacted.pdf:3: system of the River Tees. This could contribute to the further growth of algal mats at Seal
EN010103-000822-NZT DCO 3.3 - Funding Statement incl. Appendix 1.pdf:9: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-000822-NZT DCO 3.3 - Funding Statement incl. Appendix 1.pdf:10: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-000822-NZT DCO 3.3 - Funding Statement incl. Appendix 1.pdf:10: Borough Council. At this location, the River Tees is tidal. In addition, there are
EN010103-000822-NZT DCO 3.3 - Funding Statement incl. Appendix 1.pdf:11: a CO2 gathering network (including connections under the tidal River Tees) to
EN010103-000822-NZT DCO 3.3 - Funding Statement incl. Appendix 1.pdf:11: Stockton-on-Tees, including crossings beneath the River Tees.
EN010103-002069-NZT DCO 8.5 - Environment Agency SoCG (Tracked) August 2-22 (D6).pdf:5: the connections under the tidal River Tees), a high-
EN010103-002069-NZT DCO 8.5 - Environment Agency SoCG (Tracked) August 2-22 (D6).pdf:7: Work No. 6 – a CO2 gathering network (including connections under the tidal River Tees)
EN010103-002069-NZT DCO 8.5 - Environment Agency SoCG (Tracked) August 2-22 (D6).pdf:8: Redcar and Stockton-on-Tees, including crossings beneath the River Tees.
EN010103-002414-NZT DCO 5.10 - Other Consents and Licences - Oct 2022 D11 (Tracked).pdf:6: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-002414-NZT DCO 5.10 - Other Consents and Licences - Oct 2022 D11 (Tracked).pdf:7: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-002414-NZT DCO 5.10 - Other Consents and Licences - Oct 2022 D11 (Tracked).pdf:7: Borough Council. At this location, the River Tees is tidal. In addition, there are
EN010103-002414-NZT DCO 5.10 - Other Consents and Licences - Oct 2022 D11 (Tracked).pdf:9: Tees, including crossings beneath the River Tees.
EN010103-000871-NZT DCO 4.11.7 CO2 Gathering Network Plans Sheet 7.pdf:1: CGC23 - RIVER TEES
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:4:9.1.7 The PCC Site is located on the south bank of the River Tees, approximately
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:4: south bank of the River Tees.
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:4: the River Tees to land within the administrative boundary of the Stockton on
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:24: NZ 56738 25104 will be on the south bank of the River Tees, south of Coatham
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:26:9.4.13 Immediately around the River Tees and to the south of Teesmouth the bedrock
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:40: the immediate upstream reaches of the River Tees. Raised tributyltin
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:40:9.4.39 The freshwater streams in the Study Area draining to the River Tees are
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:42: Annex II of the Habitats Directive. The River Tees is designated as one of the
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:52:Proposed River Tees but will be Tees Transitional WFD of Tees Coastal and
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:59: from the non-tidal River Tees
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:101: abstracted upstream of the tidal limit on the River Tees by Northumbrian
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:101: water from the River Tees will be filtered on site. An allowance of 10%
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:102: the River Tees and contains contaminants typical of a large lowland river
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:121: Furthermore, the abstraction of water from the River Tees will remove
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:137: River Tees 2000- and sanitary concentrations are above the WFD
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:141: bank of the River Tees, centred approximately on NGR NZ 52416 26658.
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:144:D2 254/1941 NZ5400023150 6th March 2007 Trade Discharges - River Tees
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:153:3.1 Model of the River Tees Estuary ……………………………………………………………………………… 21
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:154:Table 2-3: Mean Pollutant Concentrations at River Tees Abstraction Points (2016-2022) 2 …………… 14
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:154:Table 3-1: Vertical Layering Details for the River Tees and Tees Bay Hydrodynamic Model …………. 22
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:156: Focussed on developing 3D hydrodynamic model of Tees Bay, the River Tees
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:157: tidal limit on the River Tees by Northumbrian Water Limited (NWL) will be supplied to the site
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:157:untreated water from the River Tees and contains contaminants typical of a large lowland river draining
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:163:The source of the Cooling Tower Blowdown Water is untreated River Tees water from one of three
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:163:Table 2-3: Mean Pollutant Concentrations at River Tees Abstraction Points (2016-2022) 2
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:164:raw water from the River Tees will be filtered, with approximately 10% directed straight to the Tees Bay
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:164:ultimate source of pollutants in these effluent streams is the River Tees – use of this water changes the
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:165:preserve nutrient neutrality in the Dabholm Gut and River Tees estuary. A return flow rate of 750 m3/s
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:167:River Tees at Low Worsall. Condensed Water is assumed to contain only ammonia as a pollutant, while
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:167:non-Tidal River Tees and Bran Sands WwTW, however average concentrations are not expected to
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:167:pollutants currently reach the Bay via the River Tees or Bran Sands discharge currently. Mixed effluent
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:168: direction carries effluent away from the River Tees estuary. This is in order to provide additional
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:170:3.1 Model of the River Tees Estuary
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:170:model domain covers the River Tees Estuary and extends 10 km offshore and 30 km along the
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:171:Table 3-1: Vertical Layering Details for the River Tees and Tees Bay Hydrodynamic Model
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:171:section of the model, Greatham Creek inflow and River Tees inflow represented at the location of Tees
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:171: to prevent saline water extending upstream in the River Tees. A non-continuous freshwater
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:175:may be more influenced by flows from the River Tees and use of the Sample Point B data will therefore
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:175:allow for the effects of discharges into the River Tees to be taken into account in the modelling. Sample
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:188:Tees Bay and the River Tees estuary only; the resulting impacts on ecological receptors will be
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:189:The blowdown water and filtration reject water will be sourced from the non-tidal River Tees and will
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:189:Sands WwTW while preserving nutrient neutrality within Dabholm Gut and the River Tees Estuary. The
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:189:Water quality data for the River Tees has been provided by Northumbrian Water and combined with
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:189:information for the River Tees Water). The available information does show that concentrations of
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:190:model of Tees Bay and the River Tees constructed and calibrated in 2019 and included as Appendix A
EN010103-001189-NZT DCO 5.2 Project Need Statement - Reprovided.pdf:4: River Tees in the borough of Redcar and
EN010103-001189-NZT DCO 5.2 Project Need Statement - Reprovided.pdf:11: exception of the gas and CO2 pipeline crossings of the River Tees and the water
EN010103-001189-NZT DCO 5.2 Project Need Statement - Reprovided.pdf:12: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-001189-NZT DCO 5.2 Project Need Statement - Reprovided.pdf:12: Borough Council. At this location, the River Tees is tidal. In addition, there are
EN010103-001189-NZT DCO 5.2 Project Need Statement - Reprovided.pdf:13: • a CO2 gathering network (including connections under the tidal River Tees) to
EN010103-001189-NZT DCO 5.2 Project Need Statement - Reprovided.pdf:13: Stockton-on-Tees, including crossings beneath the River Tees.
EN010103-001788-NZT DCO 5.10 - Other Consents and Licences - June 2022 (Tracked).pdf:6: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-001788-NZT DCO 5.10 - Other Consents and Licences - June 2022 (Tracked).pdf:7: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-001788-NZT DCO 5.10 - Other Consents and Licences - June 2022 (Tracked).pdf:7: Borough Council. At this location, the River Tees is tidal. In addition, there are
EN010103-001788-NZT DCO 5.10 - Other Consents and Licences - June 2022 (Tracked).pdf:8: • a CO2 gathering network (including connections under the tidal River Tees) to
EN010103-001788-NZT DCO 5.10 - Other Consents and Licences - June 2022 (Tracked).pdf:9: Redcar and Stockton-on-Tees, including crossings beneath the River Tees.
EN010103-002046-NZT DCO 2.2 - Explanatory Memorandum (Tracked) August 2022 (D6).pdf:9: and CO2 pipeline crossings of the River Tees and the water outfall from the Electricity
EN010103-002046-NZT DCO 2.2 - Explanatory Memorandum (Tracked) August 2022 (D6).pdf:9: cross the River Tees into the administrative area of Stockton-on-Tees Borough Council. At
EN010103-002046-NZT DCO 2.2 - Explanatory Memorandum (Tracked) August 2022 (D6).pdf:9: this location, the River Tees is tidal. In addition, there are elements of the Site which extend
EN010103-002046-NZT DCO 2.2 - Explanatory Memorandum (Tracked) August 2022 (D6).pdf:10: • a CO2 gathering network (including connections under the tidal River Tees) to collect
EN010103-002046-NZT DCO 2.2 - Explanatory Memorandum (Tracked) August 2022 (D6).pdf:10: including crossings beneath the River Tees.
EN010103-002046-NZT DCO 2.2 - Explanatory Memorandum (Tracked) August 2022 (D6).pdf:12: to transport the captured CO2 (including the connections under the tidal River Tees).
EN010103-002046-NZT DCO 2.2 - Explanatory Memorandum (Tracked) August 2022 (D6).pdf:12: transport the captured CO2 (including the connections under the tidal River Tees).
EN010103-002046-NZT DCO 2.2 - Explanatory Memorandum (Tracked) August 2022 (D6).pdf:20: harbour authority on the River Tees;
EN010103-002046-NZT DCO 2.2 - Explanatory Memorandum (Tracked) August 2022 (D6).pdf:34: to the Crown Estate land within the Order land (under the River Tees and within Tees Bay).
EN010103-002046-NZT DCO 2.2 - Explanatory Memorandum (Tracked) August 2022 (D6).pdf:38: Sembcorp Gas Pipeline under the River Tees to Bran Sands and then via a new 24“
EN010103-002046-NZT DCO 2.2 - Explanatory Memorandum (Tracked) August 2022 (D6).pdf:38: Pipeline runs through the existing Seal Sands utility corridor and crosses the river Tees
EN010103-002046-NZT DCO 2.2 - Explanatory Memorandum (Tracked) August 2022 (D6).pdf:40: under the River Tees before entering the PCC Site for high pressure (HP) compression.
EN010103-002046-NZT DCO 2.2 - Explanatory Memorandum (Tracked) August 2022 (D6).pdf:40: the River Tees (both of which comprise part of Work No. 6). The routeing of the CO2
EN010103-002046-NZT DCO 2.2 - Explanatory Memorandum (Tracked) August 2022 (D6).pdf:40: Gathering Network across the River Tees will be either by:by construction of the pipeline
EN010103-002046-NZT DCO 2.2 - Explanatory Memorandum (Tracked) August 2022 (D6).pdf:40: 3.8.28. A third option (known as “Option 1”) for a long bored tunnel across the River Tees was
EN010103-002046-NZT DCO 2.2 - Explanatory Memorandum (Tracked) August 2022 (D6).pdf:50: •Work No. 6 (CO2 gathering network) - pipelines will cross the tidal part of the River Tees
EN010103-002046-NZT DCO 2.2 - Explanatory Memorandum (Tracked) August 2022 (D6).pdf:51: River Tees by being installed in the existing Sembcorp No. 2 Tunnel. The Sembcorp Tunnel
EN010103-002046-NZT DCO 2.2 - Explanatory Memorandum (Tracked) August 2022 (D6).pdf:53: captured CO2 (including the connections under the tidal River Tees);
EN010103-002053-NZT DCO 5.4 - Design and Access Statement - Tracked - August 2022(D6).pdf:4: South Bank of the River Tees on the North-East coast of the UK.
EN010103-002053-NZT DCO 5.4 - Design and Access Statement - Tracked - August 2022(D6).pdf:4: the River Tees in the borough of Redcar and Cleveland.
EN010103-002053-NZT DCO 5.4 - Design and Access Statement - Tracked - August 2022(D6).pdf:9: largely involve existing and former industrial land either side of the River Tees, while
EN010103-002053-NZT DCO 5.4 - Design and Access Statement - Tracked - August 2022(D6).pdf:14: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-002053-NZT DCO 5.4 - Design and Access Statement - Tracked - August 2022(D6).pdf:15: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-002053-NZT DCO 5.4 - Design and Access Statement - Tracked - August 2022(D6).pdf:15: Borough Council. At this location, the River Tees is tidal. In addition, there are
EN010103-002053-NZT DCO 5.4 - Design and Access Statement - Tracked - August 2022(D6).pdf:17: on-Tees, including crossings beneath the River Tees.
EN010103-002053-NZT DCO 5.4 - Design and Access Statement - Tracked - August 2022(D6).pdf:20: encompasses land on either side of the River Tees between Dormanstown and
EN010103-002053-NZT DCO 5.4 - Design and Access Statement - Tracked - August 2022(D6).pdf:21: Corridor and the CO2 Gathering Network Corridor) cross the River Tees into the
EN010103-002053-NZT DCO 5.4 - Design and Access Statement - Tracked - August 2022(D6).pdf:21: administrative area of STBC. As mentioned above, at this location the River Tees is
EN010103-002053-NZT DCO 5.4 - Design and Access Statement - Tracked - August 2022(D6).pdf:23: development along the south bank of the River Tees from Middlesbrough up to
EN010103-002053-NZT DCO 5.4 - Design and Access Statement - Tracked - August 2022(D6).pdf:23: operation. Opened in 1979 and located near the mouth of the River Tees, the Redcar
EN010103-002053-NZT DCO 5.4 - Design and Access Statement - Tracked - August 2022(D6).pdf:26: Terminal (‘RBT’) and the River Tees.
EN010103-002053-NZT DCO 5.4 - Design and Access Statement - Tracked - August 2022(D6).pdf:26: Transmission System (‘NTS’) on the north bank of the River Tees and a tie-in to
EN010103-002053-NZT DCO 5.4 - Design and Access Statement - Tracked - August 2022(D6).pdf:26: across Seal Sands and the under the River Tees to Bran Sands and on to the Wilton
EN010103-002053-NZT DCO 5.4 - Design and Access Statement - Tracked - August 2022(D6).pdf:27: through Seal Sands before running south-east under the River Tees. On the south
EN010103-002053-NZT DCO 5.4 - Design and Access Statement - Tracked - August 2022(D6).pdf:27: bank of the River Tees, the pipeline will run along the existing pipeline corridor
EN010103-002053-NZT DCO 5.4 - Design and Access Statement - Tracked - August 2022(D6).pdf:27: Gathering Network under the River Tees will be achieved either by installing the
EN010103-002053-NZT DCO 5.4 - Design and Access Statement - Tracked - August 2022(D6).pdf:27: areas either side of the River Tees (to facilitate the pipeline crossings of the Tees)
EN010103-002053-NZT DCO 5.4 - Design and Access Statement - Tracked - August 2022(D6).pdf:27: of the River Tees. The Water Discharge Connection Corridor (replacement outfall
EN010103-002053-NZT DCO 5.4 - Design and Access Statement - Tracked - August 2022(D6).pdf:30: and the ConocoPhillips operated North Sea Terminal across the River Tees at Seal
EN010103-002053-NZT DCO 5.4 - Design and Access Statement - Tracked - August 2022(D6).pdf:30: the Site across the River Tees in Stockton. These include an oil terminal and refinery
EN010103-002053-NZT DCO 5.4 - Design and Access Statement - Tracked - August 2022(D6).pdf:43: consideration – notably, as indicated above, the River Tees crossing of the CO2
EN010103-002053-NZT DCO 5.4 - Design and Access Statement - Tracked - August 2022(D6).pdf:47: corridors, including the use of a shorter River Tees crossing for the Gas Connection
EN010103-002053-NZT DCO 5.4 - Design and Access Statement - Tracked - August 2022(D6).pdf:47: • Removal of the requirement to abstract water from the River Tees.
EN010103-002053-NZT DCO 5.4 - Design and Access Statement - Tracked - August 2022(D6).pdf:49: • the CO2 Gathering Network Corridor (Work No. 6) from the north of the River Tees
EN010103-002053-NZT DCO 5.4 - Design and Access Statement - Tracked - August 2022(D6).pdf:51: of the River Tees, while the pipelines and cables will be for the most part installed
EN010103-002053-NZT DCO 5.4 - Design and Access Statement - Tracked - August 2022(D6).pdf:69: including crossings beneath the River Tees.
EN010103-001211-NZT DCO 1.2 - Application Guide - Oct 2021 Rev.2.0.pdf:4: River Tees in the borough of Redcar and
EN010103-001211-NZT DCO 1.2 - Application Guide - Oct 2021 Rev.2.0.pdf:8: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-001211-NZT DCO 1.2 - Application Guide - Oct 2021 Rev.2.0.pdf:9: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-001211-NZT DCO 1.2 - Application Guide - Oct 2021 Rev.2.0.pdf:9: Borough Council. At this location the River Tees is tidal. In addition, there are
EN010103-001211-NZT DCO 1.2 - Application Guide - Oct 2021 Rev.2.0.pdf:11: Tees, including crossings beneath the River Tees.
EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:12:and superficial geological units with the River Tees has been considered in
EN010103-001586-NZT DCO 8.4 - MMO SoCG - May 2022.pdf:5: the tidal River Tees), a high-pressure carbon
EN010103-001586-NZT DCO 8.4 - MMO SoCG - May 2022.pdf:9: River Tees) to collect and transport the captured CO2 from industrial emitters
EN010103-001586-NZT DCO 8.4 - MMO SoCG - May 2022.pdf:9: Tees, including crossings beneath the River Tees.
EN010103-001586-NZT DCO 8.4 - MMO SoCG - May 2022.pdf:18:Fish impingement or marine from the River Tees as cooling water (which will instead be
EN010103-001586-NZT DCO 8.4 - MMO SoCG - May 2022.pdf:23: plants etc. around Teesside to gather CO2; the location of the confirmed River Tees
EN010103-001586-NZT DCO 8.4 - MMO SoCG - May 2022.pdf:23: • Water connection corridor (intake) which would abstract water from the River Tees for
EN010103-001586-NZT DCO 8.4 - MMO SoCG - May 2022.pdf:23: was a very large volume of sedimentology data in the River Tees from other projects and
EN010103-001586-NZT DCO 8.4 - MMO SoCG - May 2022.pdf:26: Any Other around the Tees Bay approaches (near the windfarm) and in the area of the River Tees
EN010103-001586-NZT DCO 8.4 - MMO SoCG - May 2022.pdf:51: the proposed footprint within the River Tees, which
EN010103-001795-NZT DCO 1.2 - Application Guide - June 2022.pdf:4: River Tees in the borough of Redcar and
EN010103-001795-NZT DCO 1.2 - Application Guide - June 2022.pdf:8: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-001795-NZT DCO 1.2 - Application Guide - June 2022.pdf:9: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-001795-NZT DCO 1.2 - Application Guide - June 2022.pdf:9: Borough Council. At this location the River Tees is tidal. In addition, there are
EN010103-001795-NZT DCO 1.2 - Application Guide - June 2022.pdf:11: Tees, including crossings beneath the River Tees.
EN010103-001795-NZT DCO 1.2 - Application Guide - June 2022.pdf:11: River Tees, across the Tees to the PCC Site (Work No. 6).
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:8:EIA Scoping corridors under the River Tees. Should works be Effects. Key
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:8:Secretary of Baseline – Should the River Tees be crossed by All earthworks
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:22: Network and Natural River Tees (including Blown Sand - Sand Penarth Group - Mudstone
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:32: along the margins of the River Tees. Inland
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:34: along the margins of the River Tees. Inland
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:36: the River Tees within the Tidal Flat Deposits or across the proposed CO2
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:45: Formation - crossing below the River Tees. (Adverse)
EN010103-002427-NZT-R17-Nov-2022.pdf:2: a) The background concentrations in the River Tees and Tees Estuary could
EN010103-Advice-00010-1-FINAL_210621 - Net Zero Teeside Meeting Note.pdf:4: pipeline under the River Tees are described as being located under bedrock below
EN010103-Advice-00010-1-FINAL_210621 - Net Zero Teeside Meeting Note.pdf:23: the River Tees are described as being located Chapter 3 Description of the
EN010103-002077-NZT DCO 9.31 - Response to Examining Authority's Written Questions DLV1.7 ii August 2022 (D6).pdf:4: River Tees) to collect and transport the captured CO2 from industrial emitters
EN010103-002077-NZT DCO 9.31 - Response to Examining Authority's Written Questions DLV1.7 ii August 2022 (D6).pdf:5: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf:6: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf:9:3.2.1 The potential source of the water used for cooling is raw, untreated, River Tees water
EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf:9: already present in the raw water feed being abstracted from the River Tees. It will
EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf:11: • Raw Water from the River Tees; and
EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf:21: sources along the River Tees upstream of Middlesbrough
EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf:33:3.1 Model of the River Tees Estuary …………………………………………………………………………………. 15
EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf:34:Table 2-2: Mean Pollutant Concentrations at River Tees Abstraction Points (2016-2022) ……………… 11
EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf:35:Inorganic Nitrogen (DIN) concentrations within Tees Bay and the River Tees Estuary. The results of this
EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf:36:hydrodynamic model of the tidal River Tees and Tees Bay. Full details of this work are provided in
EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf:36:water abstracted upstream of the tidal limit on the River Tees by Northumbrian Water Limited (NWL)
EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf:36:of the Blowdown Water is untreated water from the River Tees and contains contaminants typical of a
EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf:40:The source of the Blowdown Water is untreated River Tees water from three abstraction points – Low
EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf:40:Table 2-2: Mean Pollutant Concentrations at River Tees Abstraction Points (2016-2022)
EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf:41:present in significant quantities in the River Tees because they were withdrawn from UK use in 2002,
EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf:41:2018 and 2002 respectively. Monitoring continues for Cypermethrin in the River Tees but this substance
EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf:42: River Tees Water data multiplied by 5, with an additional ammonia component then added to
EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf:42: in the discharged effluent. Effluent pollutant concentrations are taken from the River Tees water
EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf:44:3.1 Model of the River Tees Estuary
EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf:44:model domain covers the River Tees Estuary and extends 10 km offshore and 30 km along the
EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf:44:section of the model, Greatham Creek inflow and River Tees inflow represented at the location of Tees
EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf:44: extending upstream in the River Tees. A non-continuous freshwater discharge has been added at
EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf:48:at this location is more influenced by flows from the River Tees. Sample Point B gives an average
EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf:57:water surface and does not extend into the River Tees at any water depth. A mixing zone of this size is
EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf:63:will be initially sourced from the River Tees and will contain river water contaminants which will be
EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf:63:Water quality data for the River Tees has been provided by Northumbrian Water and combined with
EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf:63: River Tees Water data multiplied by 5, with an additional ammonia component then added to
EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf:63: in the discharged effluent. Effluent pollutant concentrations are taken from the River Tees water
EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf:64:River Tees Water. The available information does show that concentrations of iron, copper, diazinon,
EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf:64:model of Tees Bay and the River Tees constructed and calibrated in 2019 and included as Appendix A
EN010103-001247-_REPORT_171268655(1)_SABIC Relevant Representation - Net Zero Teeside DCO_Redacted.pdf:3: 3. Navigation on the River Tees.
EN010103-002247-NZT DCO 9.35 - Applicants' Comments on Deadline 7 Submissions - Sept 2022(D8).pdf:6: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-001587-NZT DCO 8.5 - Environment Agency SoCG - May 2022.pdf:5: the connections under the tidal River Tees), a high-
EN010103-001587-NZT DCO 8.5 - Environment Agency SoCG - May 2022.pdf:7: Work No. 6 – a CO2 gathering network (including connections under the tidal River Tees)
EN010103-001587-NZT DCO 8.5 - Environment Agency SoCG - May 2022.pdf:8: Redcar and Stockton-on-Tees, including crossings beneath the River Tees.
EN010103-002316-NZT DCO 8.36 - Statement of Commonality - October 2022 (D9).pdf:5: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-002460-DLA Piper UK LLP - Other- Protective provisions position statement requested by ExA 19.pdf:9: the River Tees / Teesport] and a new interplant pipeline between
EN010103-001234-NZT - Regulation 32 Transboundary Screening (2).pdf:2: south bank of the River Tees estuary. The SSI site was
EN010103-001234-NZT - Regulation 32 Transboundary Screening (2).pdf:2: gathering pipe network would cross the River Tees. The water
EN010103-001234-NZT - Regulation 32 Transboundary Screening (2).pdf:4: removal of the requirement for water abstraction from the River Tees; and
EN010103-001234-NZT - Regulation 32 Transboundary Screening (2).pdf:6: port, and the Redcar Bulk Terminal on the River Tees. The Applicant has undertaken a
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:19: River Tees and Greatham Creek, with no changes in ground
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:19: of core foundations and the crossing of the River Tees or any
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:34: across the River Tees in order to minimise disturbance to riverine
EN010103-001234-NZT - Regulation 32 Transboundary Screening (7).pdf:2: south bank of the River Tees estuary. The SSI site was
EN010103-001234-NZT - Regulation 32 Transboundary Screening (7).pdf:2: gathering pipe network would cross the River Tees. The water
EN010103-001234-NZT - Regulation 32 Transboundary Screening (7).pdf:4: removal of the requirement for water abstraction from the River Tees; and
EN010103-001234-NZT - Regulation 32 Transboundary Screening (7).pdf:6: port, and the Redcar Bulk Terminal on the River Tees. The Applicant has undertaken a
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:19: foundations and the crossing of the River Tees or any other
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:38: across the River Tees in order to minimise disturbance to riverine
EN010103-001922-Natural England.pdf:1: nitrates to the catchment of the River Tees.
EN010103-002623-DLA Piper UK LLP - Comments on any other information submitted at Deadline 12 1.pdf:2: limits under the River Tees (together with associated headhouses) operated by
EN010103-000904-NZT DCO 6.2.20 ES Vol I Chapter 20 Socio-economics.pdf:7: cross the River Tees to land within the administrative boundary of STBC and
EN010103-000904-NZT DCO 6.2.20 ES Vol I Chapter 20 Socio-economics.pdf:12: footprint within the River Tees, which appears
EN010103-000904-NZT DCO 6.2.20 ES Vol I Chapter 20 Socio-economics.pdf:29: of the River Tees passes through mainly disused industrial space. There are
EN010103-000904-NZT DCO 6.2.20 ES Vol I Chapter 20 Socio-economics.pdf:31: the River Tees, the Estuary mouth or the approaches directly to the
EN010103-002741-Applicant NZT DCO 9.5 - Compulsory Acquisition Schedule (Clean) - March 2023.pdf:79: river Tees. soon as possible.
EN010103-Advice-00001-2-TNZT - 200318 - Meeting note 18 March 2020.pdf:1:connections under the River Tees) would be included as part of the Development
EN010103-001917-NZT DCO 1.2 - Application Guide - July 2022 (D4).pdf:4: River Tees in the borough of Redcar and
EN010103-001917-NZT DCO 1.2 - Application Guide - July 2022 (D4).pdf:8: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-001917-NZT DCO 1.2 - Application Guide - July 2022 (D4).pdf:9: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-001917-NZT DCO 1.2 - Application Guide - July 2022 (D4).pdf:9: Borough Council. At this location the River Tees is tidal. In addition, there are
EN010103-001917-NZT DCO 1.2 - Application Guide - July 2022 (D4).pdf:11: Tees, including crossings beneath the River Tees.
EN010103-001917-NZT DCO 1.2 - Application Guide - July 2022 (D4).pdf:11: River Tees, across the Tees to the PCC Site (Work No. 6).
EN010103-001239-South Tees Development Corporation - Relevant Representation to NZT DCO - 17.12.21.pdf:3: hectares) of land to the south of the River Tees, in the Borough of Redcar and Cleveland. A
EN010103-001239-South Tees Development Corporation - Relevant Representation to NZT DCO - 17.12.21.pdf:17: 1” involving a new bored tunnel beneath the River Tees and below ground to the PCC through
EN010103-001226-211025- NZT - s56 Notice - Final_Redacted.pdf:2:network) cross the River Tees into the administrative area of STBC. At this location the River Tees is
EN010103-001226-211025- NZT - s56 Notice - Final_Redacted.pdf:3:River Tees.
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:5:9.1.7 The PCC Site is located on the south bank of the River Tees, approximately
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:5: south bank of the River Tees.
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:5: the River Tees to land within the administrative boundary of the Stockton on
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:23: NZ 56738 25104 will be on the south bank of the River Tees, south of Coatham
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:25:9.4.12 Immediately around the River Tees and to the south of Teesmouth the bedrock
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:36: the immediate upstream reaches of the River Tees. Raised tributyltin
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:37:9.4.38 The freshwater streams in the Study Area draining to the River Tees are
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:38: Annex II of the Habitats Directive. The River Tees is designated as one of the
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:114: River Tees 2000- and sanitary concentrations are above the WFD
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:118: bank of the River Tees, centred approximately on NGR NZ 52416 26658.
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:146:D2 254/1941 NZ5400023150 6th March 2007 Trade Discharges - River Tees
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:6: River Tees in the borough of Redcar and
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:27: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:28: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:28: Borough Council. At this location the River Tees is tidal. In addition, there are
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:29: a CO2 gathering network (including connections under the tidal River Tees) to
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:29: Tees, including crossings beneath the River Tees.
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:94: within administrative boundaries of RCBC south of the River Tees (South Bank and
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:94: Dormanstown Wards) and in STBC to the north of the River Tees (Billingham South
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:166: compounds within the River Tees. fisheries characterisation and underwater noise Changes to and refinement of Thermal Coastal
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:166: disposal licence within the River Tees and Bay. Deemed Marine
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:171: future treated effluent away from the Tees estuary the development of the ES and Application. The EA water from the River Tees. Nature
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:176: UU. Abstraction from the River Tees has been
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:176: WW. The need for works in the River Tees has
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:189: within the River Tees where York Potash DCO Corridor. Dabholme Gut.
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:190: of detail provided regarding the nature of The use of the RBT facility for the import of Optimisation of the River Tees
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:190: River Tees and Number 1 and 1 Tunnels. reduction in the number of options for and the Network Corridor routing Development;
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:190: Chemical Cluster in the EIA and outline Proposed Development, including reductions in the River Tees Number 1 and 2 Construction
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:191: Infrastructure crossing the River Tees.
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:211: routing of a new River Tees crossing. As
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:238: • a cooling water connection between the generating station and the River Tees (for the
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:238: River Tees into the administrative area of Stockton-on-Tees Borough Council.
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:239: At this point the River Tees is tidal and therefore the section of the Project Site that passes
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:248: (various connections under the River Tees and the CO2 transport pipeline within the sea) the
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:252: (various connections under the River Tees and the CO2 transport pipeline within the sea) the
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:308: network and the CCGT’s gas supply connection to the NTS would cross the River Tees
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:308: River Tees is tidal. In addition, there are elements of the Project Site which extend into
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:310: under the tidal River Tees) between the industrial facilities and the
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:360: elements of NZT (with the exception of the pipeline crossings of the River Tees and the
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:362: the National Transmission System for gas would cross the River Tees into the
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:363: under the tidal River Tees) between the industrial facilities and the
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:402: under the tidal River Tees); a CO2 gathering
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:405: of the River Tees and the water outfall from
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:405: cross the River Tees into the administrative
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:405: At this location, the River Tees is tidal. In
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:430: including crossings beneath the tidal River Tees.
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:430: isn’t shining; the crossings beneath the River Tees. These
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:430: the tidal River Tees) to other facilities
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:441:Tel 01642 780376 under the tidal River Tees);
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:508: River Tees Port Health Authority
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:508: River Tees Port Health
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:512:the exception of the pipeline crossings of the River Tees and the water outfall from the Project Site)
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:512:National Transmission System for gas would cross the River Tees into the administrative area of
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:512:Stockton-on-Tees Borough Council. At this location the River Tees is tidal. In addition, there are
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:513: tidal River Tees);
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:513:beneath the River Tees.
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:517:the exception of the pipeline crossings of the River Tees and the water outfall from the Project Site)
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:518:National Transmission System for gas would cross the River Tees into the administrative area of
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:518:Stockton-on-Tees Borough Council. At this location the River Tees is tidal. In addition, there are
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:519: tidal River Tees);
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:519:beneath the River Tees.
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:523:the exception of the pipeline crossings of the River Tees and the water outfall from the Project Site)
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:524:National Transmission System for gas would cross the River Tees into the administrative area of
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:524:Stockton-on-Tees Borough Council. At this location the River Tees is tidal. In addition, there are
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:524: tidal River Tees);
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:525:beneath the River Tees.
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:529:the exception of the pipeline crossings of the River Tees and the water outfall from the Project Site)
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:530:National Transmission System for gas would cross the River Tees into the administrative area of
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:530:Stockton-on-Tees Borough Council. At this location the River Tees is tidal. In addition, there are
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:531: tidal River Tees);
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:531:beneath the River Tees.
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:535:the exception of the pipeline crossings of the River Tees and the water outfall from the Project Site)
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:536:National Transmission System for gas would cross the River Tees into the administrative area of
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:536:Stockton-on-Tees Borough Council. At this location the River Tees is tidal. In addition, there are
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:537: tidal River Tees);
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:537:beneath the River Tees.
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:541:on Teesside to transport the captured CO2 (including the connections under the tidal River Tees); a CO2
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:542:parts of the Project within or affecting the tidal section of the River Tees or other sections of the UK
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:545:on Teesside to transport the captured CO2 (including the connections under the tidal River Tees); a CO2
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:546:parts of the Project within or affecting the tidal section of the River Tees or other sections of the UK
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:600:the area relating to former channels of the River Tees or a tributary. These features
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:622:PD Teesport Limited is the Statutory Harbour Authority for the River Tees, and part of Brookfield
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:651:For example, the PEIR advises that the preferred option for crossing the River Tees is using trenchless
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:659:PD Teesport Limited is the Statutory Harbour Authority for the River Tees, and part of Brookfield
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:661: North Tees Site SABIC's site on the northern banks of the River Tees including inter
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:661: alia three jetties on the River Tees, an ethylene liquefaction
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:661: Number 1 Tunnel A tunnel under the River Tees which is used to carry pipes below
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:661: the River Tees in which SABIC has pipes
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:661: Number 2 Tunnel The tunnel under the River Tees which is the sub-Tees route for the
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:662: Number 1) under the River Tees and beyond that to other facilities on the northern
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:662: 3.2.2 SABIC also operates a site on the north bank of the River Tees. The North Tees Site
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:662: operates three jetties on the River Tees, an ethylene liquefaction terminal, brine
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:664: River Tees and surrounding the northern boundaries of SABIC's North Tees Logistics
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:664: 4.3.4 The Applicant also needs to consider the potential effect of their use of the River Tees
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:665: © Use of the River Tees,
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:665: engineering operations in the River Tees in the vicinity of the Number 2 Tunnel, which
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:672:Wilton International, underneath the river Tees, through Seal Sands and to Billingham,
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:684:2.7 Paragraph 5.3.21 of the PEIR advises that the preferred option for crossing the River Tees is
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:686: from the River Tees and former steelworks outfall to Tees Bay.
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:694:gas and the CO2 gathering network and will cross the River Tees into the administrative area of
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:694:Stockton-on-Tees Borough Council. At this location, the River Tees is tidal. In addition, there are
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:724:crossings beneath the River Tees.
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:735: including crossings beneath the tidal River Tees.
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:735: isn’t shining; the crossings beneath the River Tees. These
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:735: the tidal River Tees) to other facilities
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:779: the River Tees.
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:797:River Tees.
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:798: including crossings beneath the River Tees.
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:799:network would be required to cross the River Tees, which is part of the Teesmouth and Cleveland Coast
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:799:North of the River Tees (east of Billingham), the proposed CO2 gathering network would pass close to
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:799:that the gas supply connection and the CO2 gathering network would cross the River Tees under the
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:801:beneath the River Tees which will form part of the DCO application) will be consented under the
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:836:on Teesside to transport the captured CO2 (including the connections under the tidal River Tees); a CO2
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:837:parts of the Project within or affecting the tidal section of the River Tees or other sections of the UK
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:847:River Tees); a CO2 gathering and compression station to receive the consultation@netzeroteesside.co.uk. Visiting arrangements will be
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:847:the Project within or affecting the tidal section of the River Tees or
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:848: on 01642 526708. Anyone who wishes to make a representation the captured CO2 (including the connections under the tidal River Tees); a CO2 gathering and compression
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:848: REDCAR AND CLEVELAND BOROUGH COUNCIL or affecting the tidal section of the River Tees or other sections of the UK Marine Area; the construction,
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:849:Date 16 July 2020 the captured CO2 (including the connections under the tidal River Tees); a CO2 gathering and compression
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:849: or affecting the tidal section of the River Tees or other sections of the UK Marine Area; the construction,
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:851: facilities on Teesside to transport the captured CO2 (including the connections under the tidal River Tees); a CO2 gathering and compression station to receive the captured CO2 from the gathering
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:851: parts of the Project within or affecting the tidal section of the River Tees or other sections of the UK Marine Area; the construction, operation and maintenance of associated development, including, but
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:889:on Teesside to transport the captured CO2 (including the connections under the tidal River Tees); a CO2
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:890:parts of the Project within or affecting the tidal section of the River Tees or other sections of the UK
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:895:the exception of the pipeline crossings of the River Tees and the water outfall from the Project Site)
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:895:National Transmission System for gas would cross the River Tees into the administrative area of
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:895:Stockton-on-Tees Borough Council. At this location the River Tees is tidal. In addition, there are
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:896: tidal River Tees);
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:896:beneath the River Tees.
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:958:The Chief Environment Non The River Tees, Seal (in respect of 8 December
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:958: Chippenham Bank of the River Tees at easement)
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:959:Company Limited CE215740 River Tees, Seal Sands, easement) 2020
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:981: River Tees, Seal Sands, (in respect of
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:989: W1S 1FE bank of the River Tees at
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:989: bank of the River Tees at
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:996: Majesty in right River Tees, Redcar
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:1021: River Tees Port The Chief port.health@redcar- 8
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:1021: River Tees Port 2020
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:1030: To facilitate the Gas Connection Corridor by crossing under the River Tees directly from Seal
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:1034: To facilitate the Gas Connection Corridor by crossing under the River Tees directly from Seal
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:1038: To facilitate the Gas Connection Corridor by crossing under the River Tees directly from Seal
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:1043: To facilitate the Gas Connection Corridor by crossing under the River Tees directly from Seal
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:1046:Teesside to transport the captured CO2 (including the connections under the tidal River Tees); a CO2
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:1047:parts of the Project within or affecting the tidal section of the River Tees or other sections of the UK
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:1049:on Teesside to transport the captured CO2 (including the connections under the tidal River Tees); a CO2
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:1050:parts of the Project within or affecting the tidal section of the River Tees or other sections of the UK
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:1138:PD Teesport Limited is the Statutory Harbour Authority for the River Tees, and part of Brookfield Infrastructure
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:1156: River Tees, is necessary for the apparatus (principally the CO2 gathering pipeline
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:1164: • To facilitate the Gas Connection Corridor by crossing under the River Tees directly from Seal
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:1189: • To facilitate the Gas Connection Corridor by crossing under the River Tees directly from Seal
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:1194: • To facilitate the Gas Connection Corridor by crossing under the River Tees directly from Seal
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:1205:and Dabholm Gut in consequence of the widened arc for the River Tees crossing(s)
EN010103-002238-NZT DCO 8.5 - SoCG - Environment Agency September (Tracked) 2022 (D8).pdf:5: the connections under the tidal River Tees), a high-
EN010103-002238-NZT DCO 8.5 - SoCG - Environment Agency September (Tracked) 2022 (D8).pdf:7: Work No. 6 – a CO2 gathering network (including connections under the tidal River Tees)
EN010103-002238-NZT DCO 8.5 - SoCG - Environment Agency September (Tracked) 2022 (D8).pdf:8: Redcar and Stockton-on-Tees, including crossings beneath the River Tees.
EN010103-002238-NZT DCO 8.5 - SoCG - Environment Agency September (Tracked) 2022 (D8).pdf:18: on the 1st April 2022.The HDD crossing of the River Tees was
EN010103-001027-NZT DCO 6.4.10 ES Vol III Appendix 9B Background Water Quality.pdf:5:River Tees Confluence based on monitoring between 2009-2019
EN010103-001027-NZT DCO 6.4.10 ES Vol III Appendix 9B Background Water Quality.pdf:6:D2 254/1941 NZ5400023150 6th March Trade Discharges River Tees
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:3: River Tees and Coatham Dunes/Sands and foreshore Crossings;
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:9: This utilises the existing gas pipeline that runs under the River Tees.
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:10: above the River Tees crossing will use a pipeline installed within an MBT (see
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:10: to be used to facilitate the construction of the MBT across the River Tees,
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:10: of the River Tees. The MBT is likely to take approximately 9 to 12 months to
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:10:5.3.28 For the connection to the Sembcorp Pipeline, no crossing of the River Tees is
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:12: the River Tees within the Teesworks site (Tees crossing) or from a working vessel or barge
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:19: will need to cross the River Tees using trenchless technologies (see Box 5-1)
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:20:CG23 454692, 524775 River Tees Tunnel New
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:20:CG26 454691, 524815 River Tees HDD New
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:27: be required for works to the north and south of the River Tees (see Figure 5-1
EN010103-002255-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Sept 2022(D8).pdf:9: and CO2 pipeline crossings of the River Tees and the water outfall from the Electricity
EN010103-002255-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Sept 2022(D8).pdf:9: cross the River Tees into the administrative area of Stockton-on-Tees Borough Council. At
EN010103-002255-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Sept 2022(D8).pdf:9: this location, the River Tees is tidal. In addition, there are elements of the Site which extend
EN010103-002255-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Sept 2022(D8).pdf:10: • a CO2 gathering network (including connections under the tidal River Tees) to collect
EN010103-002255-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Sept 2022(D8).pdf:10: including crossings beneath the River Tees.
EN010103-002255-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Sept 2022(D8).pdf:12: to transport the captured CO2 (including the connections under the tidal River Tees).
EN010103-002255-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Sept 2022(D8).pdf:12: transport the captured CO2 (including the connections under the tidal River Tees).
EN010103-002255-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Sept 2022(D8).pdf:20: harbour authority on the River Tees;
EN010103-002255-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Sept 2022(D8).pdf:35: to the Crown Estate land within the Order land (under the River Tees and within Tees Bay).
EN010103-002255-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Sept 2022(D8).pdf:38: Sembcorp Gas Pipeline under the River Tees to Bran Sands and then via a new 24”
EN010103-002255-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Sept 2022(D8).pdf:39: Pipeline runs through the existing Seal Sands utility corridor and crosses the river Tees
EN010103-002255-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Sept 2022(D8).pdf:40: under the River Tees before entering the PCC Site for high pressure (HP) compression.
EN010103-002255-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Sept 2022(D8).pdf:40: 3.8.24. The routeing of the CO2 Gathering Network across the River Tees will be by construction
EN010103-002255-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Sept 2022(D8).pdf:51: of the River Tees by being installed in the existing Sembcorp No. 2 Tunnel. The Sembcorp
EN010103-002255-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Sept 2022(D8).pdf:53: captured CO2 (including the connections under the tidal River Tees);
EN010103-002326-NZT DCO 9.40 - Applicants' Response to SWQ CA.2.19 Oct 2022 (D9).pdf:6: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-002406-NZT DCO - 9.34 Updated List of Developments - Oct 2022 (D11) (Tracked).pdf:18: River Tees. of 12m tons per annum (dry weight). It is the intention that all works will assume that construction of ES submitted conclusion that no
EN010103-002406-NZT DCO - 9.34 Updated List of Developments - Oct 2022 (D11) (Tracked).pdf:24: Teesside on the south bank of the River Tees. years.“ planning documentation,
EN010103-002286-NZT DCO 8.3 - STDC SoCG (Tracked) - Sept 2022(D8).pdf:5: the connections under the tidal River Tees), a high-
EN010103-002286-NZT DCO 8.3 - STDC SoCG (Tracked) - Sept 2022(D8).pdf:7: the River Tees, in the Borough of Redcar and Cleveland. The majority of this land was
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:270: River Tees, Stockton-on-Tees Limited
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:359: west of River Tees, Stockton- Grays Grays
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:466: Redcar, other than interests London (in respect of River Tees)
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:466: (in respect of River Tees) (Org No. - BR005086)
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:467: Trunk Road, Redcar, other London (in respect of River Tees)
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:467: (in respect of River Tees) SL2 5DS
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:470: Redcar, other than interests London (in respect of River Tees) EC1N 6RA
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:471: (in respect of River Tees)
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:471: Trunk Road, Redcar, other London SW3 3TY (in respect of River Tees) EC1N 6RA
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:471: (in respect of River Tees) (Org No. - 01021338)
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:471: Redcar, other than interests London (in respect of River Tees) EC1N 6RA
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:472: (in respect of River Tees)
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:472: River Tees, Redcar TS2 1AH Newcastle Upon Tyne Newcastle Upon Tyne EC2N 4AA
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:473: River Tees, Redcar NE1 4BF NE1 4BF London
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:474: of River Tees, Redcar Middlesbrough BS1 5AH London
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:474: of River Tees, Redcar Middlesbrough BS1 5AH London
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:478: (CE148382 - Absolute EC1N 6RA (in respect of River Tees) 2 Tallis Street
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:478: (in respect of River Tees) M50 1DT
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:495: west of A1085, Trunk Road, EC1N 6RA (in respect of River Tees) 2 Tallis Street
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:496: (in respect of River Tees) M50 1DT
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:496: river (River Tees) west of 17 Charterhouse Street 11-12 St James's Square C/O: Legalinx Limited
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:1043: and pipelines west of River Tees, Royal College Hill
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:1056: hardstanding east of River Tees, Teesdale Business Park
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:1373: road west of River Tees, Stockton-on-Tees Wexham Road
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:1375: of River Tees, Stockton-on-Tees Wexham Road
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:1378: pipelines and hardstanding west of River Tees, Cassel Works
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:1378: road west of River Tees, Stockton-on-Tees Wexham Road
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:1380: of River Tees, Stockton-on-Tees Wexham Road
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:1435: River Tees, Stockton-on-Tees Royal College Hill
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:1491: grassland and pipelines west of River Tees, (trading as Lianhetech Seal Sands)
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:1491: square metres of river (River Tees), bed and 1 Wellheads Avenue
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:1492: river (River Tees), bed and banks thereof and The Akzonobel Building
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:1494: conveyors and hardstanding east of River Tees, Teesside Airport Business Suite
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:1495: channel (Dabholm Gut) east of River Tees, 1 Wellheads Avenue
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:1506: of river (River Tees) west of A1085, Trunk Suite 1, 3rd Floor
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:1698: metres of river (River Tees), bed and C/O: Carter Jonas LLP
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:1699: (in respect of River Tees)
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:1699: metres of river (River Tees), bed and C/O: Carter Jonas LLP
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:1699: (in respect of River Tees)
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:1699: metres of river (River Tees), bed and C/O: Carter Jonas LLP
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:1699: (in respect of River Tees)
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:1700: metres of river (River Tees), bed and C/O: Carter Jonas LLP Anchor House
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:1700: (in respect of River Tees)
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:1700: metres of river (River Tees), and bed C/O: Carter Jonas LLP
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:1700: (in respect of River Tees)
EN010103-000908-NZT DCO 6.2.16 ES Vol I Chapter 16 Traffic and Transportation.pdf:1:Table 16-11: 2024 Future Baseline (24 Hour AADT) South of the River Tees ….. 16-31
EN010103-000908-NZT DCO 6.2.16 ES Vol I Chapter 16 Traffic and Transportation.pdf:1:Table 16-12: 2024 Future Baseline (24 Hour AADT) North of the River Tees…… 16-32
EN010103-000908-NZT DCO 6.2.16 ES Vol I Chapter 16 Traffic and Transportation.pdf:7: north of the River Tees are proposed via the A1046 Haverton Hill Rd / Port
EN010103-000908-NZT DCO 6.2.16 ES Vol I Chapter 16 Traffic and Transportation.pdf:7: south of the River Tees are proposed via Sembcorp operated routes via the
EN010103-000908-NZT DCO 6.2.16 ES Vol I Chapter 16 Traffic and Transportation.pdf:25:16.4.22 Future year baseline traffic flows for link roads to the north of the River Tees
EN010103-000908-NZT DCO 6.2.16 ES Vol I Chapter 16 Traffic and Transportation.pdf:32: Gathering Network to the north of the River Tees.
EN010103-000908-NZT DCO 6.2.16 ES Vol I Chapter 16 Traffic and Transportation.pdf:32:Table 16-11: 2024 Future Baseline (24 Hour AADT) South of the River Tees
EN010103-000908-NZT DCO 6.2.16 ES Vol I Chapter 16 Traffic and Transportation.pdf:33: Connection to the north of the River Tees. The 2019 baseline figures are
EN010103-000908-NZT DCO 6.2.16 ES Vol I Chapter 16 Traffic and Transportation.pdf:33:Table 16-12: 2024 Future Baseline (24 Hour AADT) North of the River Tees
EN010103-000908-NZT DCO 6.2.16 ES Vol I Chapter 16 Traffic and Transportation.pdf:34: Construction - PCC Site and works South of the River Tees
EN010103-000908-NZT DCO 6.2.16 ES Vol I Chapter 16 Traffic and Transportation.pdf:34: including those pipeline workers working to the south of the River Tees would
EN010103-000908-NZT DCO 6.2.16 ES Vol I Chapter 16 Traffic and Transportation.pdf:36: (pipeline construction) to the south of the River Tees is likely to generate 60
EN010103-000908-NZT DCO 6.2.16 ES Vol I Chapter 16 Traffic and Transportation.pdf:39: north of the River Tees falls in the peak month of construction (Months 22 -
EN010103-000908-NZT DCO 6.2.16 ES Vol I Chapter 16 Traffic and Transportation.pdf:39: road serving Seal Sands located to the north of the River Tees will be utilised
EN010103-001570-NZT DCO 8.28 - Anglo American plc SoCG - May 2022.pdf:6: • CO2 gathering network on the south bank of the River Tees along the Sembcorp
EN010103-002550-NZT DCO 5.4 - DAS (Clean) - Nov 2022 (D12).pdf:4: South Bank of the River Tees on the North-East coast of the UK.
EN010103-002550-NZT DCO 5.4 - DAS (Clean) - Nov 2022 (D12).pdf:4: the River Tees in the borough of Redcar and Cleveland.
EN010103-002550-NZT DCO 5.4 - DAS (Clean) - Nov 2022 (D12).pdf:9: largely involve existing and former industrial land either side of the River Tees, while
EN010103-002550-NZT DCO 5.4 - DAS (Clean) - Nov 2022 (D12).pdf:14: exception of the gas and CO2 pipeline crossings of the River Tees and the wastewater
EN010103-002550-NZT DCO 5.4 - DAS (Clean) - Nov 2022 (D12).pdf:15: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-002550-NZT DCO 5.4 - DAS (Clean) - Nov 2022 (D12).pdf:15: Borough Council. At this location, the River Tees is tidal. In addition, there are
EN010103-002550-NZT DCO 5.4 - DAS (Clean) - Nov 2022 (D12).pdf:17: on-Tees, including crossings beneath the River Tees.
EN010103-002550-NZT DCO 5.4 - DAS (Clean) - Nov 2022 (D12).pdf:20: encompasses land on either side of the River Tees between Dormanstown and
EN010103-002550-NZT DCO 5.4 - DAS (Clean) - Nov 2022 (D12).pdf:20: Corridor and the CO2 Gathering Network Corridor) cross the River Tees into the
EN010103-002550-NZT DCO 5.4 - DAS (Clean) - Nov 2022 (D12).pdf:20: administrative area of STBC. As mentioned above, at this location the River Tees is
EN010103-002550-NZT DCO 5.4 - DAS (Clean) - Nov 2022 (D12).pdf:21: development along the south bank of the River Tees from Middlesbrough up to
EN010103-002550-NZT DCO 5.4 - DAS (Clean) - Nov 2022 (D12).pdf:21: operation. Opened in 1979 and located near the mouth of the River Tees, the Redcar
EN010103-002550-NZT DCO 5.4 - DAS (Clean) - Nov 2022 (D12).pdf:24: Terminal (‘RBT’) and the River Tees.
EN010103-002550-NZT DCO 5.4 - DAS (Clean) - Nov 2022 (D12).pdf:24: Transmission System (‘NTS’) on the north bank of the River Tees and a tie-in to
EN010103-002550-NZT DCO 5.4 - DAS (Clean) - Nov 2022 (D12).pdf:24: across Seal Sands and the under the River Tees to Bran Sands and on to the Wilton
EN010103-002550-NZT DCO 5.4 - DAS (Clean) - Nov 2022 (D12).pdf:25: through Seal Sands before running south-east under the River Tees. On the south
EN010103-002550-NZT DCO 5.4 - DAS (Clean) - Nov 2022 (D12).pdf:25: bank of the River Tees, the pipeline will run along the existing pipeline corridor
EN010103-002550-NZT DCO 5.4 - DAS (Clean) - Nov 2022 (D12).pdf:25: of the CO2 Gathering Network under the River Tees will be achieved by installing
EN010103-002550-NZT DCO 5.4 - DAS (Clean) - Nov 2022 (D12).pdf:25: areas either side of the River Tees (to facilitate the pipeline crossings of the Tees)
EN010103-002550-NZT DCO 5.4 - DAS (Clean) - Nov 2022 (D12).pdf:25: of the River Tees. The Water Discharge Connection Corridor and the CO2 Export
EN010103-002550-NZT DCO 5.4 - DAS (Clean) - Nov 2022 (D12).pdf:27: and the ConocoPhillips operated North Sea Terminal across the River Tees at Seal
EN010103-002550-NZT DCO 5.4 - DAS (Clean) - Nov 2022 (D12).pdf:27: the Site across the River Tees in Stockton. These include an oil terminal and refinery
EN010103-002550-NZT DCO 5.4 - DAS (Clean) - Nov 2022 (D12).pdf:44: corridors, including the use of a shorter River Tees crossing for the Gas Connection
EN010103-002550-NZT DCO 5.4 - DAS (Clean) - Nov 2022 (D12).pdf:44: • Removal of the requirement to abstract water from the River Tees.
EN010103-002550-NZT DCO 5.4 - DAS (Clean) - Nov 2022 (D12).pdf:47: • the CO2 Gathering Network Corridor (Work No. 6) from the north of the River Tees
EN010103-002550-NZT DCO 5.4 - DAS (Clean) - Nov 2022 (D12).pdf:48: of the River Tees, while the pipelines and cables will be for the most part installed
EN010103-002550-NZT DCO 5.4 - DAS (Clean) - Nov 2022 (D12).pdf:65: including crossings beneath the River Tees.
EN010103-001683-Marine Management Organisation - Responses to the ExA’s ExQ1.pdf:51: the interaction between groundwater and the River Tees will be considered.
EN010103-001683-Marine Management Organisation - Responses to the ExA’s ExQ1.pdf:67: River Tees. Figure 16-2 APP-173 also shows that this would be the access for HGVs to and
EN010103-002249-NZT DCO 9.37 - Justification of Corridor Widths - Sept 2022(D8).pdf:6: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-001680-_DOC_174215057(1)_Written Representation of HUNTSMAN POLYURETHANES (UK) LIMITED.pdf:3: 5.3.3 Navigation on the River Tees.
EN010103-002285-NZT DCO 8.3 - STDC SoCG (Clean) - Sept 2022(D8).pdf:5: the connections under the tidal River Tees), a high-
EN010103-002285-NZT DCO 8.3 - STDC SoCG (Clean) - Sept 2022(D8).pdf:7: the River Tees, in the Borough of Redcar and Cleveland. The majority of this land was
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:276: River Tees, Stockton-on-Tees Limited
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:370: west of River Tees, Stockton- Grays Grays
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:481: Redcar, other than interests London (in respect of River Tees)
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:481: (in respect of River Tees) (Org No. - BR005086)
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:482: Trunk Road, Redcar, other London (in respect of River Tees)
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:482: (in respect of River Tees) SL2 5DS
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:486: Redcar, other than interests London (in respect of River Tees) London
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:486: (in respect of River Tees)
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:486: Trunk Road, Redcar, other London SW3 3TY (in respect of River Tees) London
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:487: (in respect of River Tees) (Org No. - 01021338)
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:487: Redcar, other than interests London (in respect of River Tees) London
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:487: (in respect of River Tees)
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:487: River Tees, Redcar TS2 1AH Newcastle Upon Tyne Newcastle Upon Tyne EC2N 4AA
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:488: River Tees, Redcar NE1 4BF NE1 4BF 17 Charterhouse Street
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:489: of River Tees, Redcar Middlesbrough BS1 5AH 17 Charterhouse Street
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:490: of River Tees, Redcar Middlesbrough BS1 5AH 17 Charterhouse Street
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:494: (CE148382 - Absolute London (in respect of River Tees) 2 Tallis Street
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:494: (in respect of River Tees) (Org No. - 02152229)
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:512: west of A1085, Trunk Road, London (in respect of River Tees) 2 Tallis Street
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:512: (in respect of River Tees) (Org No. - 02152229)
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:512: river (River Tees) west of Woodsmith (Teesside) Limited 11-12 St James's Square C/O: Legalinx Limited
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:1074: and pipelines west of River Tees, Royal College Hill
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:1088: hardstanding east of River Tees, Teesdale Business Park
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:1406: road west of River Tees, Stockton-on-Tees Wexham Road
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:1408: private road west of River Tees, Stockton-on- Wexham Road
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:1410: pipelines and hardstanding west of River Tees, Cassel Works
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:1411: road west of River Tees, Stockton-on-Tees Wexham Road
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:1413: private road west of River Tees, Stockton-on- Wexham Road
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:1468: River Tees, Stockton-on-Tees Royal College Hill
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:1526: grassland and pipelines west of River Tees, (trading as Lianhetech Seal Sands)
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:1526: square metres of river (River Tees), bed and 1 Wellheads Avenue
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:1527: river (River Tees), bed and banks thereof and The Akzonobel Building
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:1529: conveyors and hardstanding east of River Tees, Teesside Airport Business Suite
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:1530: (Dabholm Gut) east of River Tees, Redcar Dyce
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:1532: channel (Dabholm Gut) east of River Tees, 1 Wellheads Avenue
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:1543: (River Tees), bed and banks thereof, SL2 5DS
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:1543: of river (River Tees) west of A1085, Trunk Suite 1, 3rd Floor
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:1738: metres of river (River Tees), bed and C/O: Carter Jonas LLP
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:1738: (in respect of River Tees)
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:1738: metres of river (River Tees), bed and C/O: Carter Jonas LLP
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:1738: (in respect of River Tees)
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:1738: metres of river (River Tees), bed and C/O: Carter Jonas LLP
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:1739: (in respect of River Tees)
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:1739: metres of river (River Tees), bed and C/O: Carter Jonas LLP Anchor House
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:1739: (in respect of River Tees)
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:1739: metres of river (River Tees), and bed C/O: Carter Jonas LLP
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:1740: (in respect of River Tees)
EN010103-000873-NZT DCO 4.11.9 CO2 Gathering Network Plans Sheet 9.pdf:1: CGC26 - RIVER TEES
EN010103-002058-NZT DCO 7.9 - Letter Requesting Further Proposed Changes - August 2022.pdf:1: 1. selection of the method of crossing the River Tees for the CO2 Gathering Network (Work No.
EN010103-002058-NZT DCO 7.9 - Letter Requesting Further Proposed Changes - August 2022.pdf:2: crossing of the River Tees by horizontal directional drilling resulting in a reduction in
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:43:Nature Conservation, ES Chapter 20 - Socio Network pipelines across the River Tees in order to Schedule 2 (Document Ref. 2.1): Requirement 3:
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:56: River Tees will access the Site via the existing
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:63: the floodplain, the River Tees and Greatham Creek. 12: Flood Risk Mitigation
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:84: the River Tees and Greatham Creek, with no changes
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:6: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:9:3.2.1 The potential source of the water used for cooling is raw, untreated, River Tees water
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:10: Tees. It will simply be abstracted from the Ririver Tees (by NWL), used on passed
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:12: • Raw Water from the River Tees; and
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:14: • Raw Water from the River Tees; and
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:23: sources along the River Tees upstream of Middlesbrough
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:27: sources along the River Tees upstream of Middlesbrough
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:30: channel of the River Tees, in the bottom half of the water column;
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:44:3.1 Model of the River Tees Estuary …………………………………………………………………………………. 15
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:45:Table 2-2: Mean Pollutant Concentrations at River Tees Abstraction Points (2016-2022) ……………… 11
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:46:Inorganic Nitrogen (DIN) concentrations within Tees Bay and the River Tees Estuary. The results of this
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:47:hydrodynamic model of the tidal River Tees and Tees Bay. Full details of this work are provided in
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:47:water abstracted upstream of the tidal limit on the River Tees by Northumbrian Water Limited (NWL)
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:47:of the Blowdown Water is untreated water from the River Tees and contains contaminants typical of a
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:51:The source of the Blowdown Water is untreated River Tees water from three abstraction points – Low
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:51:Table 2-2: Mean Pollutant Concentrations at River Tees Abstraction Points (2016-2022)
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:52:present in significant quantities in the River Tees because they were withdrawn from UK use in 2002,
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:52:2018 and 2002 respectively. Monitoring continues for Cypermethrin in the River Tees but this substance
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:53: River Tees Water data multiplied by 5, with an additional ammonia component then added to
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:53: in the discharged effluent. Effluent pollutant concentrations are taken from the River Tees water
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:55:3.1 Model of the River Tees Estuary
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:55:model domain covers the River Tees Estuary and extends 10 km offshore and 30 km along the
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:55:section of the model, Greatham Creek inflow and River Tees inflow represented at the location of Tees
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:55: extending upstream in the River Tees. A non-continuous freshwater discharge has been added at
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:59:at this location is more influenced by flows from the River Tees. Sample Point B gives an average
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:68:water surface and does not extend into the River Tees at any water depth. A mixing zone of this size is
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:74:will be initially sourced from the River Tees and will contain river water contaminants which will be
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:74:Water quality data for the River Tees has been provided by Northumbrian Water and combined with
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:74: River Tees Water data multiplied by 5, with an additional ammonia component then added to
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:74: in the discharged effluent. Effluent pollutant concentrations are taken from the River Tees water
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:75:River Tees Water. The available information does show that concentrations of iron, copper, diazinon,
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:75:model of Tees Bay and the River Tees constructed and calibrated in 2019 and included as Appendix A
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:190:3.1 Model of the River Tees Estuary …………………………………………………………………………………. 21
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:191:Table 2-3: Mean Pollutant Concentrations at River Tees Abstraction Points (2016-2022) 2 ……………. 14
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:191:Table 3-1: Vertical Layering Details for the River Tees and Tees Bay Hydrodynamic Model ………….. 22
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:193: Focussed on developing 3D hydrodynamic model of Tees Bay, the River Tees
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:194: tidal limit on the River Tees by Northumbrian Water Limited (NWL) will be supplied to the site
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:194:untreated water from the River Tees and contains contaminants typical of a large lowland river draining
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:200:The source of the Cooling Tower Blowdown Water is untreated River Tees water from one of three
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:200:Table 2-3: Mean Pollutant Concentrations at River Tees Abstraction Points (2016-2022) 2
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:201:raw water from the River Tees will be filtered, with approximately 10% directed straight to the Tees Bay
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:201:ultimate source of pollutants in these effluent streams is the River Tees – use of this water changes the
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:202:preserve nutrient neutrality in the Dabholm Gut and River Tees estuary. A return flow rate of 750 m3/s
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:204:River Tees at Low Worsall. Condensed Water is assumed to contain only ammonia as a pollutant, while
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:204:non-Tidal River Tees and Bran Sands WwTW, however average concentrations are not expected to
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:204:pollutants currently reach the Bay via the River Tees or Bran Sands discharge currently. Mixed effluent
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:205: direction carries effluent away from the River Tees estuary. This is in order to provide additional
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:207:3.1 Model of the River Tees Estuary
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:207:model domain covers the River Tees Estuary and extends 10 km offshore and 30 km along the
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:208:Table 3-1: Vertical Layering Details for the River Tees and Tees Bay Hydrodynamic Model
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:208:section of the model, Greatham Creek inflow and River Tees inflow represented at the location of Tees
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:208: to prevent saline water extending upstream in the River Tees. A non-continuous freshwater
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:212:may be more influenced by flows from the River Tees and use of the Sample Point B data will therefore
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:212:allow for the effects of discharges into the River Tees to be taken into account in the modelling. Sample
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:225:Tees Bay and the River Tees estuary only; the resulting impacts on ecological receptors will be
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:226:The blowdown water and filtration reject water will be sourced from the non-tidal River Tees and will
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:226:Sands WwTW while preserving nutrient neutrality within Dabholm Gut and the River Tees Estuary. The
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:226:Water quality data for the River Tees has been provided by Northumbrian Water and combined with
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:226:information for the River Tees Water). The available information does show that concentrations of
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:227:model of Tees Bay and the River Tees constructed and calibrated in 2019 and included as Appendix A
EN010103-002651-SABIC Protective Provisions 1.pdf:5:“protected crossing” means the tunnel which carries pipelines under the River Tees known as
EN010103-001715-South Tees Development Corporation - Responses to comments on Relevant Representations.pdf:3: the River Tees, in the Borough of Redcar and Cleveland. A plan of
EN010103-001715-South Tees Development Corporation - Responses to comments on Relevant Representations.pdf:4: hectares) to the south of the River Tees, in the Borough of Redcar collaboratively with STDC to develop the wider Teesworks Applicants have secured arrangements
EN010103-001715-South Tees Development Corporation - Responses to comments on Relevant Representations.pdf:11: across the River Tees direct to the PCC site has been
EN010103-001715-South Tees Development Corporation - Responses to comments on Relevant Representations.pdf:12: of the CO2 Gathering Network across the River Tees to the
EN010103-001715-South Tees Development Corporation - Responses to comments on Relevant Representations.pdf:17: Applicants to the north of the River Tees only applies to
EN010103-001715-South Tees Development Corporation - Responses to comments on Relevant Representations.pdf:17: to the north and south of the River Tees.
EN010103-001715-South Tees Development Corporation - Responses to comments on Relevant Representations.pdf:18: utility corridor on the north and south sides of the River Tees
EN010103-001715-South Tees Development Corporation - Responses to comments on Relevant Representations.pdf:18: crossing over the River Tees. As part of the acceptance of
EN010103-001715-South Tees Development Corporation - Responses to comments on Relevant Representations.pdf:45: “Option 1” involving a new bored tunnel beneath the River Tees
EN010103-001105-NZT DCO 6.4.18 ES Vol III Appendix 12A Legislation and Planning Policy Relevant to Ecology.pdf:14: River Tees and the estuary and encourage integrated habitat creation and management;
EN010103-001105-NZT DCO 6.4.18 ES Vol III Appendix 12A Legislation and Planning Policy Relevant to Ecology.pdf:14: • enhance the environmental quality of the River Tees and coastline; and
EN010103-001105-NZT DCO 6.4.18 ES Vol III Appendix 12A Legislation and Planning Policy Relevant to Ecology.pdf:15: Biodiversity and particularly in or adjacent to Biodiversity Opportunity Areas in the River Tees Corridor, Teesmouth and
EN010103-001105-NZT DCO 6.4.18 ES Vol III Appendix 12A Legislation and Planning Policy Relevant to Ecology.pdf:20:River Tees Salmon Action - Defines strategic actions necessary to recover salmon stocks, including improving water quality in the lower
EN010103-001105-NZT DCO 6.4.18 ES Vol III Appendix 12A Legislation and Planning Policy Relevant to Ecology.pdf:21: Environment Agency (2009) River Tees Salmon Action Plan Review. APEM
EN010103-001573-NZT DCO 8.35 - Huntsman Polyurethanes (UK) Ltd SoCG - May 2022.pdf:9: corridor south of Exolum terminal on the other side of the River Tees.
EN010103-001062-NZT DCO 6.4.26 ES Vol III Appendix 12I Terrestrial Invertebrate Survey Coatham Dunes.pdf:8:compound north of the River Tees, east of Billingham. The sites are located within/ adjacent to:
EN010103-001062-NZT DCO 6.4.26 ES Vol III Appendix 12I Terrestrial Invertebrate Survey Coatham Dunes.pdf:10:low lying landscape associated with the River Tees. The land use associated with the immediate River Tees
EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:11: under the River Tees (together with associated headhouse) operated by Sembcorp; and
EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:90:cement mixing and washing areas at least 10 metres from the River Tees or surface water drain to
EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:101:cement mixing and washing areas at least 10 metres from the River Tees or surface water drain to
EN010103-002237-NZT DCO 8.5 - SoCG - Environment Agency September (Clean) 2022 (D8).pdf:5: the connections under the tidal River Tees), a high-
EN010103-002237-NZT DCO 8.5 - SoCG - Environment Agency September (Clean) 2022 (D8).pdf:7: Work No. 6 – a CO2 gathering network (including connections under the tidal River Tees)
EN010103-002237-NZT DCO 8.5 - SoCG - Environment Agency September (Clean) 2022 (D8).pdf:8: Redcar and Stockton-on-Tees, including crossings beneath the River Tees.
EN010103-002237-NZT DCO 8.5 - SoCG - Environment Agency September (Clean) 2022 (D8).pdf:17: The HDD crossing of the River Tees was removed from the Order
EN010103-000812-NZT DCO 1.1 - Application Cover Letter.pdf:3:offshore elements of NZT (with the exception of the gas and CO 2 pipeline crossings of the River Tees
EN010103-000812-NZT DCO 1.1 - Application Cover Letter.pdf:3:gathering network) cross the River Tees into the administrative area of STBC. At this location the River
EN010103-000812-NZT DCO 1.1 - Application Cover Letter.pdf:4:• Work No. 6 – a CO2 gathering network (including connections under the tidal River Tees) to
EN010103-000812-NZT DCO 1.1 - Application Cover Letter.pdf:4:The CO2 Gathering Network Corridor, including connections under the tidal River Tees (Work No. 6),
EN010103-000812-NZT DCO 1.1 - Application Cover Letter.pdf:5:and Stockton-on-Tees, including crossings beneath the River Tees.
EN010103-002376-Adrian Miller - Responses to the ExA’s ExQ3 (if required).pdf:1: geographically, the site has a degree of prominence at the entrance of the River Tees
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:5: biodiversity interest particularly along the River Tees and the estuary, and
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:5: in the River Tees Corridor and Teesmouth; and
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:16: the River Tees.2 15 June 2020
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:26: along the tidal River Tees;
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:31: the River Tees. As the
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:34: Tidal River Tees and Water
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:35: north of the River Tees. Chapter 11:
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:54:15.4.13 Within and adjacent to the Proposed Development south of the River Tees,
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:54:15.4.16 South of the River Tees but further from the footprint of the Proposed
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:54: been recorded close to this location. The mouth of the River Tees and the
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:54: tidal extent of the River Tees channel are important for foraging common tern.
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:55:15.4.17 North of the River Tees, key areas of ornithological interest include Saltholme
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:55:15.4.18 The coastal sands north of the River Tees support scattered breeding
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:55: • The mouth and channel of the River Tees are important for foraging
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:56: • Scattered locations along the coastal sands north of the River Tees are
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:72: area and the River Tees. This area is therefore regarded as being of local
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:79: • The connections across the River Tees (CO2 Gathering Network and the
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:79: • The CO2 Gathering Network north of the River Tees; and
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:79: Site and the River Tees.
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:81:Navigator Terminal On the north bank of the River Tees NZ5418 2462 10.87 • Semi-improved neutral grassland. No
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:84:15.6.56 The impact of visual disturbance North of the River Tees will be limited
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:85: receptors during construction north of the River Tees is assessed as not
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:85: • the deposition rates at all locations north of the River Tees and locations
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:85: south of the River Tees outside of Coatham Dunes will be imperceptibly
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:87: corridors, such as the connections beneath the River Tees and south of the
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:93: at the PCC Site and its environs south of the River Tees. There are no
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:93: the River Tees arising from the Proposed Development either in isolation or
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:93: the River Tees in the environs of the PCC Site are considered further below.
EN010103-002368-Natural England - Responses to the ExA’s ExQ3 (if required).pdf:2: Applicants and NE in relation to nutrient abstracted River Tees water that would have otherwise reached Seal
EN010103-000884-NZT DCO 4.3 Crown Land Plans.pdf:8: River Tees Oil Terminal
EN010103-001154-NZT DCO 5.10 - Other Consents and Licences.pdf:6: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-001154-NZT DCO 5.10 - Other Consents and Licences.pdf:7: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-001154-NZT DCO 5.10 - Other Consents and Licences.pdf:7: Borough Council. At this location, the River Tees is tidal. In addition, there are
EN010103-001154-NZT DCO 5.10 - Other Consents and Licences.pdf:7: a CO2 gathering network (including connections under the tidal River Tees) to
EN010103-001154-NZT DCO 5.10 - Other Consents and Licences.pdf:8: Stockton-on-Tees, including crossings beneath the River Tees.
EN010103-001583-NZT DCO 8.1 - RCBC SoCG - May 2022.pdf:6: River Tees) to collect and transport the captured CO2 from industrial emitters
EN010103-001583-NZT DCO 8.1 - RCBC SoCG - May 2022.pdf:6: Council, including crossings beneath the River Tees.
EN010103-001583-NZT DCO 8.1 - RCBC SoCG - May 2022.pdf:6: administrative boundary on the southern side of the River Tees. Some parts of the
EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf:5: River Tees) to collect and transport the captured CO2 from industrial emitters
EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf:6: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-001128-NZT DCO 6.4.39 ES Vol III Appendix 17A Landscape Character.pdf:3: fringing the tidal reaches of the River Tees contrasts with the
EN010103-001128-NZT DCO 6.4.39 ES Vol III Appendix 17A Landscape Character.pdf:9: • Industry dominates area to the east along the River Tees;
EN010103-001128-NZT DCO 6.4.39 ES Vol III Appendix 17A Landscape Character.pdf:9: • The River Tees runs along the southern boundary of this
EN010103-002642-NZT DCO 9.50 - Applicants' Comments on D12 Submissons - Nov 2022 (D13).pdf:6: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-002510-NZT DCO 8.3 - STDC SoCG (Clean) - Nov 2022 (D12).pdf:5: the connections under the tidal River Tees), a high-
EN010103-002510-NZT DCO 8.3 - STDC SoCG (Clean) - Nov 2022 (D12).pdf:7: the River Tees, in the Borough of Redcar and Cleveland. The majority of this land was
EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf:12: Gathering Network Corridor north of the River Tees are proposed via the
EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf:12: A1046, Haverton Hill Rd, and B1275, and south of the River Tees are proposed
EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf:12: Redcar and Cleveland Borough Council to the south of the River Tees (South
EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf:12: the north of the River Tees (Billingham South Ward). A portion of the Site to
EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf:13: utilities corridors to the south and north of the River Tees:
EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf:13: of the River Tees to the PCC Site.
EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf:15: entirely within the subsoil beneath the River Tees where the CO2
EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf:15: deep in the subsoil either side of the River Tees), and where the
EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf:23: crossings of the River Tees and the water outfall from the Electricity
EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf:24: the River Tees into the administrative area of STBC. At this location, the River
EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf:26: crossing beneath the River Tees.
EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf:31: Network Corridor north of the River Tees are proposed via the A1046,
EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf:31: Corridor and CO2 Gathering Network Corridor south of the River Tees are
EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf:32: crosses the river Tees and lands on the north bank of Dabholm Gut
EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf:33: the River Tees before entering the PCC Site for high pressure (HP)
EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf:34: • The routeing of the CO2 Gathering Network across the River Tees will
EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf:37: to the south of the River Tees (South Bank and Dormanstown Wards) and in
EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf:37: STBC to the north of the River Tees (Billingham South Ward). A portion of the
EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf:38: south bank of the River Tees, to the south-east of the Redcar Bulk Terminal, in
EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf:39: corridors to the south and north of the River Tees:
EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf:39: the River Tees to the PCC Site.
EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf:39: PCC Site, on the south bank of the River Tees. Rail lines to and from the
EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf:39:4.1.15 The Site extends north and west across the River Tees through Seal Sands and
EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf:39: on towards Billingham. On the north bank of the River Tees industrial
EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf:40: the north of the River Tees will travel from the A19 via the A1046, A178 and
EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf:45: Network crosses the River Tees (and where apparatus remains deep in
EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf:45: the subsoil either side of the River Tees), and where the Water
EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf:51: former steelworks abstraction from the River Tees and its associated pipeline
EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf:64: under the tidal River Tees and also below MHWS within the North Sea). These
EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf:65: three main tidal rivers, including the River Tees.
EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf:74: • Plot 218 being land of river (River Tees), bed and banks thereof;
EN010103-001544-Stockton Borough Council - Local Impact Reports (LIRs) from Local Authorities.pdf:8: particularly in or adjacent to Biodiversity Opportunity Areas in the River Tees Corridor,
EN010103-001197-NZT DCO 6.2.4 - ES Vol I Chapter 4 - Oct 2021.pdf:12: Sands industrial area and cross under the River Tees before entering the PCC
EN010103-001197-NZT DCO 6.2.4 - ES Vol I Chapter 4 - Oct 2021.pdf:12:4.3.40 The routeing of the CO2 Gathering Network across the River Tees will be
EN010103-001197-NZT DCO 6.2.4 - ES Vol I Chapter 4 - Oct 2021.pdf:15: Sembcorp pipeline crosses the river Tees and lands on the north bank
EN010103-001197-NZT DCO 6.2.4 - ES Vol I Chapter 4 - Oct 2021.pdf:27: crossings underneath the tidal River Tees using either a micro-bored tunnel
EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:5: Middlesbrough, where the River Tees meets the North Sea. The Proposed
EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:11: porpoise are known to regularly forage within the lower stretches of the River Tees
EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:40: part of the River Tees), will also involve construction or decommissioning activities
EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:41: of a gas pipeline under the River Tees, which is also part of the SPA / Ramsar; the
EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:41: pipeline will also need to cross the River Tees, either in the micro-bored tunnel
EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:41: shared with the gas pipeline, or alternatively in a HDD bore. The River Tees is
EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:42: side of the River Tees, supports a breeding colony of harbour seal. Furthermore, the
EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:44:4.2.44 The crossing of the gas and CO2 pipelines under the River Tees will also involve
EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:45: gas connection corridor that crosses the River Tees opposite Seal Sands.
EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:50:4.3.16 The CCGT unit will be cooled with water abstracted from the River Tees as a worst-
EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:58: Seal Sands Industrial Estate, before crossing the River Tees and reaching the PCC Site.
EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:58: Saltholme Reservoir and the River Tees would be temporarily subjected to noise
EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:63: the proximity of the Proposed Development to Coatham Sands and the River Tees,
EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:64: Cleveland Coast SPA / Ramsar, including the River Tees, ditches, ponds in the
EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:64:6.1.42 Given the Proposed Development’s proximity to the River Tees and its hydrological
EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:71: Plan Document (DPD) contains the a) to the south of the River Tees - the land located around Teesport, Smiths Dock
EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:71: management of waste. It consists of b) to the north of the River Tees - the land located around the Graythorp and
EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:71: DPD and the Mineral and Waste c) to the north of the River Tees - the land located around the Port Clarence,
EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:73: proposals (such as to secure an additional strategic road crossing of the River Tees). No potential
EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:74: Proposed Development directly adjacent to the River Tees. It follows that the main relevant
EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:89: g. Paragraph 4.2.30 and 4.2.31 discuss the construction of the gas pipeline below the River Tees in relation to the foraging terns and the CO2 export pipeline
EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:101: arise due to the drilling of the CO2 gathering network below the River Tees as this will not be in the water column.
EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf:11: Gathering Network Corridor north of the River Tees are proposed via the
EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf:11: A1046, Haverton Hill Rd, and B1275, and south of the River Tees are proposed
EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf:11: options for routing under the River Tees), options for water treatment and the
EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf:11: Cleveland Borough Council to the south of the River Tees (South Bank and
EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf:11: of the River Tees (Billingham South Ward). A portion of the Site to the south
EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf:12: corridors to the south and north of the River Tees:
EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf:12: of the River Tees to the PCC Site.
EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf:14: within the subsoil beneath the River Tees where the CO2 Gathering
EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf:14: subsoil either side of the River Tees), and where the Water
EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf:22: crossings of the River Tees and the water outfall from the Electricity
EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf:23: the River Tees into the administrative area of STBC. At this location, the
EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf:23: River Tees is tidal. In addition, there are elements of the Site which extend
EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf:25: including a crossing beneath the River Tees.
EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf:30: Network Corridor north of the River Tees are proposed via the A1046,
EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf:30: Corridor and CO2 Gathering Network Corridor south of the River Tees are
EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf:32: through the Seal Sands industrial area and cross under the River Tees
EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf:32: • The routeing of the CO2 Gathering Network across the River Tees will be
EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf:37: south of the River Tees (South Bank and Dormanstown Wards) and in STBC to
EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf:37: the north of the River Tees (Billingham South Ward). A portion of the Site to
EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf:37: south bank of the River Tees, to the south-east of the Redcar Bulk Terminal, in
EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf:38: corridors to the south and north of the River Tees:
EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf:38: the River Tees to the PCC Site.
EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf:38: the PCC Site, on the south bank of the River Tees. Rail lines to and from the
EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf:39:4.1.15 The Site extends north and west across the River Tees through Seal Sands
EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf:39: and on towards Billingham. On the north bank of the River Tees industrial
EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf:39: the north of the River Tees will travel from the A19 via the A1046, A178 and
EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf:44: Network crosses the River Tees (and where apparatus remains deep in
EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf:44: the subsoil either side of the River Tees), and where the Water
EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf:50: use of the former steelworks abstraction from the River Tees and its
EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf:62: under the tidal River Tees and also below MHWS within the North Sea).
EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf:63: three main tidal rivers, including the River Tees.
EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf:72: • Plots 217, 218, 219, 220 being land of river (River Tees), bed and banks
EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf:72: • Plot 221 being land of river (River Tees) and bed thereof;
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:9: (SSI) site on the south bank of the River Tees estuary. The SSI site was
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:10: network would cross the River Tees. The water connection corridor extends out
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:10: • whether existing utilities to cross the River Tees for the CO 2 gathering
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:10: under the River Tees.
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:24: bodies. This should include locations on both sides of the River Tees,
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:31:4.4.6 n/a River Tees No details have been provided in the Scoping Report regarding the
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:31: baseline conditions under the River Tees. Should works be required
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:31:4.4.7 Should the River Tees be crossed by tunnelling methodology,
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:38: aquatic habitats and water quality in the River Tees/North Sea are
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:45: navigation in the River Tees. The working methods to be adopted in
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:45: proximity to the River Tees and/or along the coastline should be
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:45: of the River Tees should be assessed.
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:47: River Tees and the scheduled monuments at Eston Nab. Both winter
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:69:The River Tees is within the site's boundary and is designated “main river” and
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:75:consideration, as the development will have impacts on the River Tees, which
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:99:Industries UK Limited (SSI) steel works site on the southern bank of the River Tees estuary
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:99: Figure 2 shows this area to cross the River Tees at 2x locations.
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:99: be routed via one of the two existing utilities tunnels beneath the River Tees, subject to
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:99: Figure 4 shows this area to cover parts of both the mouth of the River Tees and the
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:100: cross the River Tees at 2x locations.
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:101:of the River Tees in this location, the application for a DCO for the Project may include
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:101:River Tees and/or North Sea, then the EIA should provide a characterisation of fish ecology
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:102: transitional waters of the river Tees which may provide additional fisheries data.
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:104:consideration for some connection pipes to be built under the River Tees, and associated
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:105:Location: East of the Redcar Bulk Terminal, on the south bank of the River Tees
EN010103-002000-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Tracked.pdf:9: and CO2 pipeline crossings of the River Tees and the water outfall from the Electricity
EN010103-002000-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Tracked.pdf:9: cross the River Tees into the administrative area of Stockton-on-Tees Borough Council. At
EN010103-002000-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Tracked.pdf:9: this location, the River Tees is tidal. In addition, there are elements of the Site which extend
EN010103-002000-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Tracked.pdf:10: • a CO2 gathering network (including connections under the tidal River Tees) to collect
EN010103-002000-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Tracked.pdf:10: including crossings beneath the River Tees.
EN010103-002000-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Tracked.pdf:12: to transport the captured CO2 (including the connections under the tidal River Tees).
EN010103-002000-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Tracked.pdf:12: transport the captured CO2 (including the connections under the tidal River Tees).
EN010103-002000-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Tracked.pdf:20: harbour authority on the River Tees;
EN010103-002000-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Tracked.pdf:34: to the Crown Estate land within the Order land (under the River Tees and within Tees Bay).
EN010103-002000-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Tracked.pdf:38: Sembcorp Gas Pipeline under the River Tees to Bran Sands and then via a new 24”
EN010103-002000-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Tracked.pdf:38: Pipeline runs through the existing Seal Sands utility corridor and crosses the river Tees
EN010103-002000-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Tracked.pdf:39: under the River Tees before entering the PCC Site for high pressure (HP) compression.
EN010103-002000-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Tracked.pdf:39: the River Tees (both of which comprise part of Work No. 6). The routeing of the CO2
EN010103-002000-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Tracked.pdf:39: Gathering Network across the River Tees will be either by:
EN010103-002000-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Tracked.pdf:40: 3.8.28. A third option (known as “Option 1”) for a long bored tunnel across the River Tees was
EN010103-002000-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Tracked.pdf:53: captured CO2 (including the connections under the tidal River Tees);
EN010103-000813-NZT DCO 1.2 - Application Guide.pdf:4: River Tees in the borough of Redcar and
EN010103-000813-NZT DCO 1.2 - Application Guide.pdf:8: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-000813-NZT DCO 1.2 - Application Guide.pdf:9: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-000813-NZT DCO 1.2 - Application Guide.pdf:9: Borough Council. At this location the River Tees is tidal. In addition, there are
EN010103-000813-NZT DCO 1.2 - Application Guide.pdf:10: Tees, including crossings beneath the River Tees.
EN010103-001913-NZT DCO 9.18 - Further information to Historic Environment Questions July 2022 (D4).pdf:5: the tidal River Tees) to collect and transport the captured CO2 from
EN010103-001913-NZT DCO 9.18 - Further information to Historic Environment Questions July 2022 (D4).pdf:6: River Tees.
EN010103-001913-NZT DCO 9.18 - Further information to Historic Environment Questions July 2022 (D4).pdf:26: current course of the River Tees. This known marine heritage asset is of
EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.pdf:36:651 Find Spot RIVER TEES Stoneware flagon found whilst dredging Post-medieval
EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.pdf:37:3859 Monument PORT CLARENCE Ferry crossing route across the River Tees, on the approximate line of the modern transporter bridge 19th century
EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.pdf:37:4182 Monument PORT CLARENCE Four staithes built in 1834, shown on the north bank of the River Tees on the O.S. map of 1857. 19th century
EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.pdf:39:4834 Monument FURNESS The Furness Shipyard opened in 1917 on the north bank of the River Tees. Closed in 1979. 20th century
EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.pdf:40:6232 Monument OLD COTTAGES, PORT CLARENCE A row of cottages established on the north bank of the River Tees to serve the workers of the bell 19th century
EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.pdf:41:6233 Monument OLD PORT CLARENCE Site of former five blocks of terraced houses established on the north bank of the River Tees to the 19th century
EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.pdf:55:5636 Monument REDCAR JETTY O.S. 1895. 6” Yorkshire sheet viia. Sw. 2nd edition shows the jetty leading out into River Tees. Partly 19th century
EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.pdf:57: River Tees, with a spur line to NER Darlington & Saltburn branch. At this time, Middlesbrough salt
EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.pdf:60: of Lackenby station, comprising a furnace, a small, circular reservoir and a spur line to the river tees,
EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.pdf:63:6047 Monument NINTH BUOY FRONT LIGHT (RED) O.S. 1895 map shows a River Tees navigation light. 19th century
EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.pdf:63:6048 Monument BEACON O.S. 1895 map shows a River Tees navigation light. 19th century
EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.pdf:63:6049 Monument BEACON O.S. 1895 map shows a River Tees navigation light. 19th century
EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.pdf:63:6050 Monument BEACON O.S. 1895 map shows a River Tees navigation light. 19th century
EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.pdf:63:6052 Monument BEACON O.S. 1895 & 25” Yorkshire 2nd edition maps show a River Tees navigation light. 19th century
EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.pdf:63:6053 Monument BEACON O.S. 1895 & 25” Yorkshire 2nd edition maps show a River Tees navigation light. 19th century
EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.pdf:63:6054 Monument BEACON O.S. 1895 & 25” Yorkshire 2nd edition maps show a River Tees navigation light. 19th century
EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.pdf:63:6055 Monument BEACON O.S. 1895 & 25” Yorkshire 2nd edition maps show a River Tees navigation light. 19th century
EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.pdf:64:6056 Monument EIGHTH BUOY SCARP BEACON O.S. 1895 & 25” Yorkshire 2nd edition maps show a River Tees navigation light. 19th century
EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.pdf:64:6057 Monument SEVENTH BUOY LIGHT O.S. 1895 & 25” Yorkshire 2nd edition maps show a River Tees navigation light. 19th century
EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.pdf:64:6058 Monument DOLPHIN O.S. 1895 & 25” Yorkshire 2nd edition maps show a River Tees navigation light. 19th century
EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.pdf:64:6059 Monument DOLPHIN O.S. 1895 & 25” Yorkshire 2nd edition maps show a River Tees navigation light. 19th century
EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.pdf:64:6060 Monument BEACON O.S. 1895 & 25” Yorkshire 2nd edition maps show a River Tees navigation light. 19th century
EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.pdf:64:6061 Monument FOURTH BUOY LIGHT (GREEN) O.S. 1895 & 25” Yorkshire 2nd edition maps show a River Tees navigation light. 19th century
EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.pdf:64:6062 Monument BEACON O.S. 1895 & 25” Yorkshire 2nd edition maps show a River Tees navigation light. 19th century
EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.pdf:64:6063 Monument NINTH BUOY BACK LIGHT (RED) O.S. 1895 & 25” Yorkshire 2nd edition maps show a River Tees navigation light. 19th century
EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.pdf:64:6064 Monument OLD BEACON O.S. 1895 & 25” Yorkshire 2nd edition maps show a River Tees navigation light. 19th century
EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.pdf:64:6065 Monument OLD BEACON O.S. 1895 & 25” Yorkshire 2nd edition maps show a River Tees navigation light. 19th century
EN010103-001024-NZT DCO 6.4.9 ES Vol III Appendix 9A Flood Risk Assessment Part 1.pdf:78:• Modelled flood levels for the River Tees, including the recently updated climate change flood
EN010103-001024-NZT DCO 6.4.9 ES Vol III Appendix 9A Flood Risk Assessment Part 1.pdf:79:• The River Tees is approximately 1.6 km to the west of the indicative DCO site boundary, with the
EN010103-001024-NZT DCO 6.4.9 ES Vol III Appendix 9A Flood Risk Assessment Part 1.pdf:79: North Sea approximately 0.6 km to the north. The River Tees is tidal at the location, with the
EN010103-001024-NZT DCO 6.4.9 ES Vol III Appendix 9A Flood Risk Assessment Part 1.pdf:83:Phase 1 of the works involved improving the defences along the north bank of the river Tees both up and
EN010103-001024-NZT DCO 6.4.9 ES Vol III Appendix 9A Flood Risk Assessment Part 1.pdf:83:Please use the link to access the breach and survey data. Our records suggest that the River Tees modelling
EN010103-001024-NZT DCO 6.4.9 ES Vol III Appendix 9A Flood Risk Assessment Part 1.pdf:89:River Tees near this site. This includes a series of embankments and walls upstream and
EN010103-001575-NZT DCO 9.2 - Written Summary ISH1 - May 2022.pdf:5: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-001575-NZT DCO 9.2 - Written Summary ISH1 - May 2022.pdf:21: • The Applicants will be above ground pipeline from Billingham, through Seal Sands, crossing the River Tees with a pipeline
EN010103-000892-NZT DCO 6.2.6 ES Vol I Chapter 6 Alternatives and Design Evolution.pdf:7: use of a micro-bored tunnel across the River Tees, for the potential
EN010103-000892-NZT DCO 6.2.6 ES Vol I Chapter 6 Alternatives and Design Evolution.pdf:7: former steelworks abstraction from the River Tees and its associated pipeline
EN010103-000892-NZT DCO 6.2.6 ES Vol I Chapter 6 Alternatives and Design Evolution.pdf:10: cross the River Tees; and
EN010103-000892-NZT DCO 6.2.6 ES Vol I Chapter 6 Alternatives and Design Evolution.pdf:12: River Tees and associated potential for
EN010103-000892-NZT DCO 6.2.6 ES Vol I Chapter 6 Alternatives and Design Evolution.pdf:16: during construction and from the River Tees has been NWL. assessed at the PEI stage based on
EN010103-000892-NZT DCO 6.2.6 ES Vol I Chapter 6 Alternatives and Design Evolution.pdf:16: point in the River Tees. and bird life during cofferdam
EN010103-000892-NZT DCO 6.2.6 ES Vol I Chapter 6 Alternatives and Design Evolution.pdf:16: of HDD for the River bored tunnel for the River Tees has identified that direct
EN010103-002652-Huntsman Protective Provisions.pdf:5:“protected crossing” means the tunnel which carries pipelines under the River Tees known as
EN010103-001469-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Apr 2022.pdf:5: the tidal River Tees), a high-pressure carbon
EN010103-001469-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Apr 2022.pdf:9: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-001469-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Apr 2022.pdf:10: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-001469-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Apr 2022.pdf:10: Borough Council. At this location, the River Tees is tidal. In addition, there are
EN010103-001469-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Apr 2022.pdf:11: • a CO2 gathering network (including connections under the tidal River Tees) to
EN010103-001469-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Apr 2022.pdf:11: Stockton-on-Tees, including crossings beneath the River Tees.
EN010103-001469-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Apr 2022.pdf:13: River Tees). Other than this, no Work Nos. in the Order include any CO2 pipeline
EN010103-001469-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Apr 2022.pdf:23: Limited as the statutory harbour authority on the River Tees;
EN010103-001469-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Apr 2022.pdf:40: relation to the Crown Estate land within the Order land (under the River Tees and
EN010103-001469-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Apr 2022.pdf:44: Sembcorp Gas Pipeline under the River Tees to Bran Sands and then via a new 24”
EN010103-001469-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Apr 2022.pdf:44: 6, 7 and 8 of the Works Plans. Option 1A requires a crossing of the river Tees direct
EN010103-001469-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Apr 2022.pdf:45: corridor and crosses the river Tees from a location nearby Navigator Terminals and
EN010103-001469-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Apr 2022.pdf:45: crosses the River Tees and lands on the north bank of Dabholm Gut and runs on to
EN010103-001469-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Apr 2022.pdf:47: area and cross under the River Tees before entering the PCC Site for high pressure
EN010103-001469-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Apr 2022.pdf:47: the River Tees (both of which comprise part of Work No. 6). Work No. 6 is drafted in
EN010103-001469-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Apr 2022.pdf:47: CO2 Gathering Network across the River Tees will be either by:
EN010103-001469-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Apr 2022.pdf:48: gathering network from the north bank of the River Tees to the PCC Site. This will
EN010103-001469-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Apr 2022.pdf:48: either cross the River Tees via the tunnel or, if this option is not used, using an
EN010103-001469-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Apr 2022.pdf:48: existing services tunnel beneath the River Tees.
EN010103-001469-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Apr 2022.pdf:48:3.8.28 A third option (known as “Option 1”) for a long bored tunnel across the River Tees
EN010103-001469-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Apr 2022.pdf:58: to construct a micro-bored tunnel under the tidal part of the River Tees as part of
EN010103-001059-NZT DCO 6.4.24 ES Vol III Appendix 12G Water Vole and Otter Survey Report.pdf:4: coast is approximately 1.65 km to the north-east of the site with the River Tees situated
EN010103-002327-NZT DCO 9.41- Applicants' Response to ExA's RIES - Oct 2022 (D9).pdf:5: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:98: (b) site concrete and cement mixing and washing areas at least 10 metres from the River Tees
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:111: (b) site concrete and cement mixing and washing areas at least 10 metres from the River Tees
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:176:“protected crossing” means the tunnel which carries pipelines under the River Tees known as
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:184: under the River Tees (together with associated headhouseheadhouses) operated by
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:217:“protected crossing” means the tunnel which carries pipelines under the River Tees known as
EN010103-001442-NZT DCO 4.2 - Land Plans - Rev. 3.0 Apr 2022.pdf:6: River Tees
EN010103-001718-Redcar Bulk Terminal Limited - Responses to the ExA’s ExQ1.pdf:5: deep-water marine terminal situated on the South Bank of the River Tees (“the
EN010103-002235-NZT DCO 8.4 - MMO SoCG (Clean) - Sept 2022(D8).pdf:5: the tidal River Tees), a high-pressure carbon
EN010103-002235-NZT DCO 8.4 - MMO SoCG (Clean) - Sept 2022(D8).pdf:9: Tees, including crossings beneath the River Tees.
EN010103-002235-NZT DCO 8.4 - MMO SoCG (Clean) - Sept 2022(D8).pdf:18: Fish impingement or marine from the River Tees as cooling water (which will instead be
EN010103-002235-NZT DCO 8.4 - MMO SoCG (Clean) - Sept 2022(D8).pdf:22: plants etc. around Teesside to gather CO2; the location of the confirmed River Tees
EN010103-002235-NZT DCO 8.4 - MMO SoCG (Clean) - Sept 2022(D8).pdf:22: • Water connection corridor (intake) which would abstract water from the River Tees for
EN010103-002235-NZT DCO 8.4 - MMO SoCG (Clean) - Sept 2022(D8).pdf:22: was a very large volume of sedimentology data in the River Tees from other projects and
EN010103-002235-NZT DCO 8.4 - MMO SoCG (Clean) - Sept 2022(D8).pdf:25: Any Other around the Tees Bay approaches (near the windfarm) and in the area of the River Tees
EN010103-002235-NZT DCO 8.4 - MMO SoCG (Clean) - Sept 2022(D8).pdf:50: the proposed footprint within the River Tees, which
EN010103-002633-NZT DCO 3.3 - Funding Statement - Appendix 1 (Tracked) - Nov 2022 (D13).pdf:9: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-002633-NZT DCO 3.3 - Funding Statement - Appendix 1 (Tracked) - Nov 2022 (D13).pdf:10: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-002633-NZT DCO 3.3 - Funding Statement - Appendix 1 (Tracked) - Nov 2022 (D13).pdf:10: Borough Council. At this location, the River Tees is tidal. In addition, there are
EN010103-002633-NZT DCO 3.3 - Funding Statement - Appendix 1 (Tracked) - Nov 2022 (D13).pdf:11: • a CO2 gathering network (including connections under the tidal River Tees) to
EN010103-002633-NZT DCO 3.3 - Funding Statement - Appendix 1 (Tracked) - Nov 2022 (D13).pdf:11: Stockton-on-Tees, including crossings beneath the River Tees.
EN010103-001896-NZT DCO 8.11 - Northern Powergrid SoCG (Clean) - July 22 (D4).pdf:5: the connections under the tidal River Tees), a high-
EN010103-001896-NZT DCO 8.11 - Northern Powergrid SoCG (Clean) - July 22 (D4).pdf:7: River Tees) to collect and transport the captured CO2 from industrial emitters
EN010103-001896-NZT DCO 8.11 - Northern Powergrid SoCG (Clean) - July 22 (D4).pdf:8: River Tees.
EN010103-002163-NZT DCO 4.3 - Crown Land Plans August 2022 (D6).pdf:6: River Tees
EN010103-002320-NZT DCO 9.34 - Updated List of Developments (Tacked) Oct 2022 (D9).pdf:17: River Tees. of 12m tons per annum (dry weight). It is the intention that all works will be assume that construction of ES submitted conclusion that no
EN010103-002320-NZT DCO 9.34 - Updated List of Developments (Tacked) Oct 2022 (D9).pdf:24: Teesside on the south bank of the River Tees. years.“ planning documentation,
EN010103-001990-NZT DCO 9.22 - Written Summary of ISH3 - August 2022(D5).pdf:5: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-001895-NZT DCO 8.2 - STBC SoCG (Tracked) July 2022(D4) -.pdf:6: River Tees) to collect and transport the captured CO2 from industrial emitters
EN010103-001895-NZT DCO 8.2 - STBC SoCG (Tracked) July 2022(D4) -.pdf:6: including crossings beneath the River Tees.
EN010103-001895-NZT DCO 8.2 - STBC SoCG (Tracked) July 2022(D4) -.pdf:6: administrative boundary on the southern side of the River Tees, some parts of the
EN010103-001142-NZT DCO 6.4.31 ES Vol III Appendix 14C Marine Mammal Baseline.pdf:12: River Tees and its intertidal area (INCA, 2018).
EN010103-001142-NZT DCO 6.4.31 ES Vol III Appendix 14C Marine Mammal Baseline.pdf:26:14.4.54 A small population of harbour seals is present at the mouth of the River Tees
EN010103-001142-NZT DCO 6.4.31 ES Vol III Appendix 14C Marine Mammal Baseline.pdf:27:14.4.55 The Site and the local population of harbour seal in the River Tees fall within
EN010103-001142-NZT DCO 6.4.31 ES Vol III Appendix 14C Marine Mammal Baseline.pdf:33: although the Seal Sands site on the River Tees is an important haul-out site
EN010103-000061-S46 Notification.pdf:1:gas and the CO2 gathering network and will cross the River Tees into the administrative area of
EN010103-000061-S46 Notification.pdf:1:Stockton-on-Tees Borough Council. At this location, the River Tees is tidal. In addition, there are
EN010103-002644-NZT DCO 9.52 - End of Examination Negotiation Status - Nov 2022 (D13).pdf:5: River Tees) to collect and transport the captured CO2 from industrial emitters
EN010103-002644-NZT DCO 9.52 - End of Examination Negotiation Status - Nov 2022 (D13).pdf:6: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-002740-Applicant NZT DCO 4.20 - Sembcorp Protection Corridor PP Plans (22 March 2023).pdf:1: Sembcorp Land surroundign the River Tees,
EN010103-002740-Applicant NZT DCO 4.20 - Sembcorp Protection Corridor PP Plans (22 March 2023).pdf:2: Sembcorp Land surroundign the River Tees,
EN010103-002740-Applicant NZT DCO 4.20 - Sembcorp Protection Corridor PP Plans (22 March 2023).pdf:3: Sembcorp Land surroundign the River Tees,
EN010103-002740-Applicant NZT DCO 4.20 - Sembcorp Protection Corridor PP Plans (22 March 2023).pdf:4: Sembcorp Land surroundign the River Tees,
EN010103-002740-Applicant NZT DCO 4.20 - Sembcorp Protection Corridor PP Plans (22 March 2023).pdf:5: Sembcorp Land surroundign the River Tees,
EN010103-002740-Applicant NZT DCO 4.20 - Sembcorp Protection Corridor PP Plans (22 March 2023).pdf:6: River Tees Oil Terminal
EN010103-002740-Applicant NZT DCO 4.20 - Sembcorp Protection Corridor PP Plans (22 March 2023).pdf:6: Sembcorp Land surroundign the River Tees,
EN010103-002740-Applicant NZT DCO 4.20 - Sembcorp Protection Corridor PP Plans (22 March 2023).pdf:7: Sembcorp Land surroundign the River Tees,
EN010103-002740-Applicant NZT DCO 4.20 - Sembcorp Protection Corridor PP Plans (22 March 2023).pdf:8: Sembcorp Land surroundign the River Tees,
EN010103-002740-Applicant NZT DCO 4.20 - Sembcorp Protection Corridor PP Plans (22 March 2023).pdf:9: Sembcorp Land surroundign the River Tees,
EN010103-002740-Applicant NZT DCO 4.20 - Sembcorp Protection Corridor PP Plans (22 March 2023).pdf:10: Sembcorp Land surroundign the River Tees,
EN010103-002740-Applicant NZT DCO 4.20 - Sembcorp Protection Corridor PP Plans (22 March 2023).pdf:11: Sembcorp Land surroundign the River Tees,
EN010103-002740-Applicant NZT DCO 4.20 - Sembcorp Protection Corridor PP Plans (22 March 2023).pdf:12: Sembcorp Land surroundign the River Tees,
EN010103-002740-Applicant NZT DCO 4.20 - Sembcorp Protection Corridor PP Plans (22 March 2023).pdf:13: Sembcorp Land surroundign the River Tees,
EN010103-002740-Applicant NZT DCO 4.20 - Sembcorp Protection Corridor PP Plans (22 March 2023).pdf:14: Sembcorp Land surroundign the River Tees,
EN010103-002740-Applicant NZT DCO 4.20 - Sembcorp Protection Corridor PP Plans (22 March 2023).pdf:15: Sembcorp Land surroundign the River Tees,
EN010103-002740-Applicant NZT DCO 4.20 - Sembcorp Protection Corridor PP Plans (22 March 2023).pdf:16: Sembcorp Land surroundign the River Tees,
EN010103-002740-Applicant NZT DCO 4.20 - Sembcorp Protection Corridor PP Plans (22 March 2023).pdf:17: Sembcorp Land surroundign the River Tees,
EN010103-002740-Applicant NZT DCO 4.20 - Sembcorp Protection Corridor PP Plans (22 March 2023).pdf:18: Sembcorp Land surroundign the River Tees,
EN010103-002740-Applicant NZT DCO 4.20 - Sembcorp Protection Corridor PP Plans (22 March 2023).pdf:19: Sembcorp Land surroundign the River Tees,
EN010103-002740-Applicant NZT DCO 4.20 - Sembcorp Protection Corridor PP Plans (22 March 2023).pdf:20: Sembcorp Land surroundign the River Tees,
EN010103-002740-Applicant NZT DCO 4.20 - Sembcorp Protection Corridor PP Plans (22 March 2023).pdf:21: Sembcorp Land surroundign the River Tees,
EN010103-002740-Applicant NZT DCO 4.20 - Sembcorp Protection Corridor PP Plans (22 March 2023).pdf:22: Sembcorp Land surroundign the River Tees,
EN010103-002240-NZT DCO 8.6 - Natural England SoCG (Tracked) - Sept 2022(D8).pdf:5: the tidal River Tees), a high-pressure carbon
EN010103-002240-NZT DCO 8.6 - Natural England SoCG (Tracked) - Sept 2022(D8).pdf:15: SPA / Ramsar), before crossing the River Tees and reaching the
EN010103-000889-NZT DCO 6.4.28 ES Vol III Appendix 13A Aquatic Ecology Supplementary Desk Study and Field Survey Report.pdf:6: • Environment Agency (2009) River Tees Salmon Action Plan which sets
EN010103-000889-NZT DCO 6.4.28 ES Vol III Appendix 13A Aquatic Ecology Supplementary Desk Study and Field Survey Report.pdf:17: These records were limited to outside of the Site in the River Tees (Tees
EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:18: Watercourse Name: River Tees
EN010103-002462-DLA Piper UK LLP - Other- Protective provisions position statement requested by ExA.pdf:3: limits under the River Tees (together with associated headhouses) operated by
EN010103-001546-Marine Management Organistation - Comments on Relevant Representations (RRs).pdf:3: other pollutants entering the estuarine system of the River Tees
EN010103-002739-Applicant NZT DCO 3.1 - Book of Reference (Tracked) - March 2023.pdf:255: River Tees, Stockton-on-Tees Limited
EN010103-002739-Applicant NZT DCO 3.1 - Book of Reference (Tracked) - March 2023.pdf:325: west of River Tees, Stockton- Grays Grays
EN010103-002739-Applicant NZT DCO 3.1 - Book of Reference (Tracked) - March 2023.pdf:442: Trunk Road, Redcar, other One Chapel Place (in respect of River Tees)
EN010103-002739-Applicant NZT DCO 3.1 - Book of Reference (Tracked) - March 2023.pdf:442: (in respect of River Tees) (Org No. - 00358535)
EN010103-002739-Applicant NZT DCO 3.1 - Book of Reference (Tracked) - March 2023.pdf:445: River Tees, Redcar TS2 1AH Newcastle Upon Tyne Newcastle Upon Tyne EC2N 4AA
EN010103-002739-Applicant NZT DCO 3.1 - Book of Reference (Tracked) - March 2023.pdf:446: River Tees, Redcar NE1 4BF NE1 4BF London
EN010103-002739-Applicant NZT DCO 3.1 - Book of Reference (Tracked) - March 2023.pdf:447: of River Tees, Redcar Middlesbrough BS1 5AH London
EN010103-002739-Applicant NZT DCO 3.1 - Book of Reference (Tracked) - March 2023.pdf:965: and pipelines west of River Tees, Royal College Hill
EN010103-002739-Applicant NZT DCO 3.1 - Book of Reference (Tracked) - March 2023.pdf:980: hardstanding east of River Tees, Teesdale Business Park
EN010103-002739-Applicant NZT DCO 3.1 - Book of Reference (Tracked) - March 2023.pdf:1266: road west of River Tees, Stockton-on-Tees Wexham Road
EN010103-002739-Applicant NZT DCO 3.1 - Book of Reference (Tracked) - March 2023.pdf:1268: of River Tees, Stockton-on-Tees Wexham Road
EN010103-002739-Applicant NZT DCO 3.1 - Book of Reference (Tracked) - March 2023.pdf:1270: pipelines and hardstanding west of River Tees, Cassel Works
EN010103-002739-Applicant NZT DCO 3.1 - Book of Reference (Tracked) - March 2023.pdf:1271: road west of River Tees, Stockton-on-Tees Wexham Road
EN010103-002739-Applicant NZT DCO 3.1 - Book of Reference (Tracked) - March 2023.pdf:1273: of River Tees, Stockton-on-Tees Wexham Road
EN010103-002739-Applicant NZT DCO 3.1 - Book of Reference (Tracked) - March 2023.pdf:1314: River Tees, Stockton-on-Tees Royal College Hill
EN010103-002739-Applicant NZT DCO 3.1 - Book of Reference (Tracked) - March 2023.pdf:1381: river (River Tees), bed and banks thereof and The Akzonobel Building
EN010103-002739-Applicant NZT DCO 3.1 - Book of Reference (Tracked) - March 2023.pdf:1383: conveyors and hardstanding east of River Tees, Teesside Airport Business Suite
EN010103-002739-Applicant NZT DCO 3.1 - Book of Reference (Tracked) - March 2023.pdf:1384: channel (Dabholm Gut) east of River Tees, 1 Wellheads Avenue
EN010103-002739-Applicant NZT DCO 3.1 - Book of Reference (Tracked) - March 2023.pdf:1573: metres of river (River Tees), bed and Crown
EN010103-002739-Applicant NZT DCO 3.1 - Book of Reference (Tracked) - March 2023.pdf:1573: (in respect of River Tees)
EN010103-001234-NZT - Regulation 32 Transboundary Screening (4).pdf:2: south bank of the River Tees estuary. The SSI site was
EN010103-001234-NZT - Regulation 32 Transboundary Screening (4).pdf:2: gathering pipe network would cross the River Tees. The water
EN010103-001234-NZT - Regulation 32 Transboundary Screening (4).pdf:4: removal of the requirement for water abstraction from the River Tees; and
EN010103-001234-NZT - Regulation 32 Transboundary Screening (4).pdf:6: port, and the Redcar Bulk Terminal on the River Tees. The Applicant has undertaken a
EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:6: Middlesbrough, where the River Tees meets the North Sea. The Proposed
EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:12: porpoise are known to regularly forage within the lower stretches of the River Tees
EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:42:4.2.31 The CO2 Gathering Network Pipeline will cross the River Tees in the existing
EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:42: construction through the River Tees in order to install this aspect of the Proposed
EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:43: on the western side of the River Tees, supports a breeding colony of harbour seal.
EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:45:4.2.44 Since the CO2 Gathering Network Pipeline will cross the River Tees in the existing
EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:45: through the River Tees in order to install this aspect of the Proposed Development
EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:50:4.3.16 The CCGT unit will be cooled with water abstracted from the River Tees as a worst-
EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:58: Seal Sands Industrial Estate, before crossing the River Tees and reaching the PCC Site.
EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:58: Therefore, relatively narrow bands of Saltholme Reservoir and the River Tees would
EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:58:6.1.16 The CO2 Gathering Network Pipeline will cross the River Tees in the existing
EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:65: the proximity of the Proposed Development to Coatham Sands and the River Tees,
EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:66: Cleveland Coast SPA / Ramsar, including the River Tees, ditches, ponds in the
EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:66:6.1.45 Given the Proposed Development’s proximity to the River Tees and its hydrological
EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:74: Plan Document (DPD) contains the a) to the south of the River Tees - the land located around Teesport, Smiths Dock
EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:74: management of waste. It consists of b) to the north of the River Tees - the land located around the Graythorp and
EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:74: DPD and the Mineral and Waste c) to the north of the River Tees - the land located around the Port Clarence,
EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:76: proposals (such as to secure an additional strategic road crossing of the River Tees). No potential
EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:76: Proposed Development directly adjacent to the River Tees. It follows that the main relevant
EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:93: g. Paragraph 4.2.30 and 4.2.31 discuss the construction of the gas pipeline below the River Tees in relation to the foraging terns and the CO2 export pipeline
EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:105: arise due to the drilling of the CO2 gathering network below the River Tees as this will not be in the water column.
EN010103-002319-NZT DCO 9.34 - Updated List of Developments (Clean) Oct 2022 (D9).pdf:17: River Tees. of 12m tons per annum (dry weight). It is the intention that all works will be assume that construction of ES submitted conclusion that no
EN010103-002319-NZT DCO 9.34 - Updated List of Developments (Clean) Oct 2022 (D9).pdf:24: Teesside on the south bank of the River Tees. years.” planning documentation,
EN010103-001994-NZT DCO 9.26 - Riparian Mammal Report - August 2022(D5).pdf:5: River Tees) to collect and transport the captured CO2 from industrial emitters
EN010103-001994-NZT DCO 9.26 - Riparian Mammal Report - August 2022(D5).pdf:6: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-001994-NZT DCO 9.26 - Riparian Mammal Report - August 2022(D5).pdf:7: relation to proposed construction activities on the River Tees waterfront and along
EN010103-001994-NZT DCO 9.26 - Riparian Mammal Report - August 2022(D5).pdf:7: pipeline corridors to the north of the River Tees. Other locations, in the area of the
EN010103-001994-NZT DCO 9.26 - Riparian Mammal Report - August 2022(D5).pdf:7: Proposed Development Site to the south of the River Tees, were considered in
EN010103-001994-NZT DCO 9.26 - Riparian Mammal Report - August 2022(D5).pdf:7: • River Tees waterfront at the Redcar Bulk Terminal (otter only, the River Tees at
EN010103-001994-NZT DCO 9.26 - Riparian Mammal Report - August 2022(D5).pdf:7: • River Tees waterfront at the Exolum Terminal at Seal Sands (otter only, the River
EN010103-001994-NZT DCO 9.26 - Riparian Mammal Report - August 2022(D5).pdf:13: confluence with the River Tees, are comprised of small rocks affording negligible
EN010103-001994-NZT DCO 9.26 - Riparian Mammal Report - August 2022(D5).pdf:15: River Tees Waterfront - Redcar Bulk Terminal
EN010103-001994-NZT DCO 9.26 - Riparian Mammal Report - August 2022(D5).pdf:15:6.1.8 The banks of the River Tees at this location are within the Redcar Bulk Terminal which
EN010103-001994-NZT DCO 9.26 - Riparian Mammal Report - August 2022(D5).pdf:16: River Tees Waterfront - Exolum Terminal
EN010103-001994-NZT DCO 9.26 - Riparian Mammal Report - August 2022(D5).pdf:16:6.1.10 The banks of the River Tees at this location are adjacent to the Exolum Terminal
EN010103-001994-NZT DCO 9.26 - Riparian Mammal Report - August 2022(D5).pdf:26: construction activities. No further survey of the River Tees waterfront is considered
EN010103-001994-NZT DCO 9.26 - Riparian Mammal Report - August 2022(D5).pdf:29: River Tees
EN010103-001994-NZT DCO 9.26 - Riparian Mammal Report - August 2022(D5).pdf:29: River Tees
EN010103-000013-EN010103_Scoping Opinion.pdf:8: (SSI) site on the south bank of the River Tees estuary. The SSI site was
EN010103-000013-EN010103_Scoping Opinion.pdf:9: network would cross the River Tees. The water connection corridor extends out
EN010103-000013-EN010103_Scoping Opinion.pdf:9: • whether existing utilities to cross the River Tees for the CO2 gathering
EN010103-000013-EN010103_Scoping Opinion.pdf:9: under the River Tees.
EN010103-000013-EN010103_Scoping Opinion.pdf:23: bodies. This should include locations on both sides of the River Tees,
EN010103-000013-EN010103_Scoping Opinion.pdf:30:4.4.6 n/a River Tees No details have been provided in the Scoping Report regarding the
EN010103-000013-EN010103_Scoping Opinion.pdf:30: baseline conditions under the River Tees. Should works be required
EN010103-000013-EN010103_Scoping Opinion.pdf:30:4.4.7 Should the River Tees be crossed by tunnelling methodology,
EN010103-000013-EN010103_Scoping Opinion.pdf:37: aquatic habitats and water quality in the River Tees/North Sea are
EN010103-000013-EN010103_Scoping Opinion.pdf:44: navigation in the River Tees. The working methods to be adopted in
EN010103-000013-EN010103_Scoping Opinion.pdf:44: proximity to the River Tees and/or along the coastline should be
EN010103-000013-EN010103_Scoping Opinion.pdf:44: of the River Tees should be assessed.
EN010103-000013-EN010103_Scoping Opinion.pdf:46: River Tees and the scheduled monuments at Eston Nab. Both winter
EN010103-000013-EN010103_Scoping Opinion.pdf:68:The River Tees is within the site's boundary and is designated “main river” and
EN010103-000013-EN010103_Scoping Opinion.pdf:74:consideration, as the development will have impacts on the River Tees, which
EN010103-000013-EN010103_Scoping Opinion.pdf:98:Industries UK Limited (SSI) steel works site on the southern bank of the River Tees estuary
EN010103-000013-EN010103_Scoping Opinion.pdf:98: Figure 2 shows this area to cross the River Tees at 2x locations.
EN010103-000013-EN010103_Scoping Opinion.pdf:98: be routed via one of the two existing utilities tunnels beneath the River Tees, subject to
EN010103-000013-EN010103_Scoping Opinion.pdf:98: Figure 4 shows this area to cover parts of both the mouth of the River Tees and the
EN010103-000013-EN010103_Scoping Opinion.pdf:99: cross the River Tees at 2x locations.
EN010103-000013-EN010103_Scoping Opinion.pdf:100:of the River Tees in this location, the application for a DCO for the Project may include
EN010103-000013-EN010103_Scoping Opinion.pdf:100:River Tees and/or North Sea, then the EIA should provide a characterisation of fish ecology
EN010103-000013-EN010103_Scoping Opinion.pdf:101: transitional waters of the river Tees which may provide additional fisheries data.
EN010103-000013-EN010103_Scoping Opinion.pdf:103:consideration for some connection pipes to be built under the River Tees, and associated
EN010103-000013-EN010103_Scoping Opinion.pdf:104:Location: East of the Redcar Bulk Terminal, on the south bank of the River Tees
EN010103-000013-EN010103_Scoping Opinion.pdf:150:I note that the proposed development area includes areas within the River Tees and other areas within the
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:10: of the River Tees are proposed via the A1046, Haverton Hill Rd, and B1275, and south of
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:10: the River Tees are proposed via Sembcorp operated Wilton routes to enable access into
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:10: of the AGI), CO2 Gathering Network (two options for routing under the River Tees),
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:10: the south of the River Tees (South Bank and Dormanstown Wards) and in Stockton-on-
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:10: Tees Borough Council to the north of the River Tees (Billingham South Ward). A portion of
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:11: the south and north of the River Tees:
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:12: future industries at Seal Sands and Billingham via a crossing of the River Tees to
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:13: of rights entirely within the subsoil beneath the River Tees where the CO2
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:13: where apparatus remains deep in the subsoil either side of the River Tees), and
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:21: gas and CO2 pipeline crossings of the River Tees and the water outfall from the electricity
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:22: for gas and the CO2 Gathering Network) cross the River Tees into the administrative area
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:22: of STBC. At this location, the River Tees is tidal. In addition, there are elements of the
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:23: o a CO2 Gathering Network (including connections under the tidal River Tees) to
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:23: Tees, including crossings beneath the River Tees.
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:29: Corridor north of the River Tees are proposed via the A1046, Haverton Hill Rd, and B1275.
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:29: Corridor south of the River Tees are proposed via Sembcorp operated Wilton routes to
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:30: pipeline crosses the river Tees and lands on the north bank of Dabholm
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:31: Gathering Network to cross the River Tees, as noted below.
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:31: and cross under the River Tees before entering the PCC Site for high pressure (HP)
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:31: • The routeing of the CO2 Gathering Network across the River Tees will be either:
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:35: located within the administrative boundaries of RCBC to the south of the River Tees
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:35: (South Bank and Dormanstown Wards) and in STBC to the north of the River Tees
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:36: formerly part of the former Redcar Steelworks site, on the south bank of the River Tees,
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:36: the south and north of the River Tees:
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:37: industries at Seal Sands and Billingham via a crossing of the River Tees to the PCC Site.
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:37: of industrial land uses around the mouth of the River Tees. The operational Redcar Bulk
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:37: Terminal is located to the north-west of the PCC Site, on the south bank of the River Tees.
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:37:4.1.15 The Site extends north and west across the River Tees through Seal Sands and on towards
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:37: Billingham. On the north bank of the River Tees industrial complexes are present at Seal
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:37: of the Site located to the north of the River Tees will travel from the A19 via the A1046,
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:41: River Tees (and where apparatus remains deep in the subsoil either side of the River
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:46: • use of a tunnel across the River Tees, for the potential National Gas Grid and Trafigura
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:47: River Tees and its associated pipeline corridor. The corridors have also been narrowed
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:60: within the UK Marine Area (within or under the tidal River Tees and also below MHWS
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:61: rivers, including the River Tees.
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:69: • Plots 215, 216, 217, 218, 219, 220, 430 being land of river (River Tees), bed and
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:69: • Plot 221 being land of river (River Tees) and bed thereof;
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:69: • Plots 231, 233, 234, 235, 236, 238, 240, 243, 245 being river (River Tees), and bed
EN010103-000893-NZT DCO 6.2.7 ES Vol I Chapter 7 Legislative Context and Planning Policy.pdf:9: within the UK Marine Area (within or under the tidal River Tees and also below
EN010103-000893-NZT DCO 6.2.7 ES Vol I Chapter 7 Legislative Context and Planning Policy.pdf:9: Connection and CO2 Gathering Network (River Tees Crossing).
EN010103-000893-NZT DCO 6.2.7 ES Vol I Chapter 7 Legislative Context and Planning Policy.pdf:10: has three main tidal rivers, including the River Tees.
EN010103-000893-NZT DCO 6.2.7 ES Vol I Chapter 7 Legislative Context and Planning Policy.pdf:32: hectares of land south of the River Tees within the administrative boundary
EN010103-000893-NZT DCO 6.2.7 ES Vol I Chapter 7 Legislative Context and Planning Policy.pdf:39: for Waste facilities should be located in areas such as south of the River Tees
EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:6: Middlesbrough, where the River Tees meets the North Sea. The Proposed
EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:12: porpoise are known to regularly forage within the lower stretches of the River Tees
EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:42:4.2.31 The CO2 Gathering Network Pipeline will cross the River Tees in the existing
EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:42: construction through the River Tees in order to install this aspect of the Proposed
EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:43: on the western side of the River Tees, supports a breeding colony of harbour seal.
EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:45:4.2.44 Since the CO2 Gathering Network Pipeline will cross the River Tees in the existing
EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:45: through the River Tees in order to install this aspect of the Proposed Development
EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:51:4.3.16 The CCGT unit will be cooled with water abstracted from the River Tees as a worst-
EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:59: Seal Sands Industrial Estate, before crossing the River Tees and reaching the PCC Site.
EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:59: Therefore, relatively narrow bands of Saltholme Reservoir and the River Tees would
EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:60:6.1.16 The CO2 Gathering Network Pipeline will cross the River Tees in the existing
EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:66: the proximity of the Proposed Development to Coatham Sands and the River Tees,
EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:67: Cleveland Coast SPA / Ramsar, including the River Tees, ditches, ponds in the
EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:67:6.1.45 Given the Proposed Development’s proximity to the River Tees and its hydrological
EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:78: Plan Document (DPD) contains the a) to the south of the River Tees - the land located around Teesport, Smiths Dock
EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:78: management of waste. It consists of b) to the north of the River Tees - the land located around the Graythorp and
EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:78: DPD and the Mineral and Waste c) to the north of the River Tees - the land located around the Port Clarence,
EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:80: proposals (such as to secure an additional strategic road crossing of the River Tees). No potential
EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:80: Proposed Development directly adjacent to the River Tees. It follows that the main relevant
EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:98: g. Paragraph 4.2.30 and 4.2.31 discuss the construction of the gas pipeline below the River Tees in relation to the foraging terns and the CO2 export pipeline
EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:110: arise due to the drilling of the CO2 gathering network below the River Tees as this will not be in the water column.
EN010103-001727-DLA Piper UK LLP - Written Representations (WRs), including summaries of all WRs exceeding 1500 words 1.pdf:7: Save for the Crown Land comprised in the two tunnels under the River Tees.
EN010103-001995-NZT DCO 1.2 - Application Guide - August 2022(D5).pdf:4: River Tees in the borough of Redcar and
EN010103-001995-NZT DCO 1.2 - Application Guide - August 2022(D5).pdf:8: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-001995-NZT DCO 1.2 - Application Guide - August 2022(D5).pdf:9: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-001995-NZT DCO 1.2 - Application Guide - August 2022(D5).pdf:9: Borough Council. At this location the River Tees is tidal. In addition, there are
EN010103-001995-NZT DCO 1.2 - Application Guide - August 2022(D5).pdf:11: Tees, including crossings beneath the River Tees.
EN010103-001995-NZT DCO 1.2 - Application Guide - August 2022(D5).pdf:11: River Tees, across the Tees to the PCC Site (Work No. 6).
EN010103-001992-NZT DCO 9.24 - Written Summary of ISH4 August 2022 (D5).pdf:5: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-001992-NZT DCO 9.24 - Written Summary of ISH4 August 2022 (D5).pdf:13: the River Tees Crossing and so these comments are not applicable to that HDD.
EN010103-001992-NZT DCO 9.24 - Written Summary of ISH4 August 2022 (D5).pdf:25: River Tees. 12m tons per annum (dry weight). Associated is the intention that all works will be assume that construction of
EN010103-001992-NZT DCO 9.24 - Written Summary of ISH4 August 2022 (D5).pdf:34: on the south bank of the River Tees. documentation, however this
EN010103-001477-NZT DCO 3.4 - Guide to Land Plan Plots - Apr 2022.pdf:1:In respect of Work Number 6 there is optionality in terms of the means of crossing the River Tees – Option 2 (HDD) and Option 3 (Sembcorp
EN010103-001892-NZT DCO 8.1 - RCBC SoCG (Clean) July 2022 (D4).pdf:6: River Tees) to collect and transport the captured CO2 from industrial emitters
EN010103-001892-NZT DCO 8.1 - RCBC SoCG (Clean) July 2022 (D4).pdf:6: Council, including crossings beneath the River Tees.
EN010103-001892-NZT DCO 8.1 - RCBC SoCG (Clean) July 2022 (D4).pdf:6: administrative boundary on the southern side of the River Tees. Some parts of the
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:44: Network pipelines across the River Tees in order to Schedule 2 (Document Ref. 2.1): Requirement 3:
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:56: River Tees will access the Site via the existing
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:63: the floodplain, the River Tees and Greatham Creek. 12: Flood Risk Mitigation
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:84: the River Tees and Greatham Creek, with no changes
EN010103-001635-Anglo American - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:3: bank of the River Tees. The site includes both the proposed harbour and the
EN010103-001635-Anglo American - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:9: the River Tees, along with quayside ship loaders, surge bins, and transfer towers
EN010103-001635-Anglo American - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:10: River Tees and the installation of a conveyor system and transfer towers, whilst
EN010103-001635-Anglo American - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:18: Anglo- Network south of the River Tees.
EN010103-002162-NZT DCO 4.2 - Land Plans August 2022 (D6).pdf:6: River Tees
EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf:12: Gathering Network Corridor north of the River Tees are proposed via the
EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf:12: A1046, Haverton Hill Rd, and B1275, and south of the River Tees are proposed
EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf:12: and Cleveland Borough Council to the south of the River Tees (South Bank and
EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf:12: of the River Tees (Billingham South Ward). A portion of the Site to the south
EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf:13: corridors to the south and north of the River Tees:
EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf:13: of the River Tees to the PCC Site.
EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf:15: within the subsoil beneath the River Tees where the CO2 Gathering
EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf:15: the subsoil either side of the River Tees), and where the Water
EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf:23: crossings of the River Tees and the water outfall from the Electricity
EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf:24: the River Tees into the administrative area of STBC. At this location, the River
EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf:26: crossing beneath the River Tees.
EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf:31: Network Corridor north of the River Tees are proposed via the A1046,
EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf:31: Corridor and CO2 Gathering Network Corridor south of the River Tees are
EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf:32: Tees. The existing Sembcorp pipeline crosses the river Tees and lands
EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf:33: the River Tees before entering the PCC Site for high pressure (HP)
EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf:33: • The routeing of the CO2 Gathering Network across the River Tees will
EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf:37: the south of the River Tees (South Bank and Dormanstown Wards) and in
EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf:37: STBC to the north of the River Tees (Billingham South Ward). A portion of the
EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf:37: south bank of the River Tees, to the south-east of the Redcar Bulk Terminal, in
EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf:38: corridors to the south and north of the River Tees:
EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf:38: the River Tees to the PCC Site.
EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf:38: PCC Site, on the south bank of the River Tees. Rail lines to and from the
EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf:39:4.1.15 The Site extends north and west across the River Tees through Seal Sands and
EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf:39: on towards Billingham. On the north bank of the River Tees industrial
EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf:39: the north of the River Tees will travel from the A19 via the A1046, A178 and
EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf:44: Network crosses the River Tees (and where apparatus remains deep in
EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf:44: the subsoil either side of the River Tees), and where the Water
EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf:50: former steelworks abstraction from the River Tees and its associated pipeline
EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf:63: under the tidal River Tees and also below MHWS within the North Sea). These
EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf:64: three main tidal rivers, including the River Tees.
EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf:73: • Plot 218 being land of river (River Tees), bed and banks thereof;
EN010103-000898-NZT DCO 6.2.12 ES Vol I Chapter 12 Terrestrial Ecology.pdf:4: biodiversity interest particularly along the River Tees and the estuary,
EN010103-000898-NZT DCO 6.2.12 ES Vol I Chapter 12 Terrestrial Ecology.pdf:5: (BOAs) in the River Tees Corridor and Teesmouth; and
EN010103-000898-NZT DCO 6.2.12 ES Vol I Chapter 12 Terrestrial Ecology.pdf:17: the River Tees involving four
EN010103-000898-NZT DCO 6.2.12 ES Vol I Chapter 12 Terrestrial Ecology.pdf:23: Health. River Tees. As the
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:83:mixing and washing areas at least 10 metres from the River Tees or surface water drain to minimise
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:88: (i) the installation of a subsea pipeline underneath the River Tees using horizontal
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:88: (ii) installation of a pipeline within an existing services tunnel beneath the River Tees.
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:95:mixing and washing areas at least 10 metres from the River Tees or surface water drain to minimise
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:153: under the River Tees (together with associated headhouses) operated by Sembcorp; and
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:93: (b) site concrete and cement mixing and washing areas at least 10 metres from the River Tees
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:106: (b) site concrete and cement mixing and washing areas at least 10 metres from the River Tees
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:163: under the River Tees (together with associated headhouse) operated by Sembcorp; and
EN010103-001914-NZT DCO 9.19 - Further Response to Written Question GEN.1.37 - July 2022 (D4).pdf:5: tidal River Tees) to collect and transport the captured CO2 from
EN010103-001914-NZT DCO 9.19 - Further Response to Written Question GEN.1.37 - July 2022 (D4).pdf:6: River Tees.
EN010103-001914-NZT DCO 9.19 - Further Response to Written Question GEN.1.37 - July 2022 (D4).pdf:16: River Tees. 12m tons per annum (dry weight). Associated is the intention that all works will be assume that construction of
EN010103-001914-NZT DCO 9.19 - Further Response to Written Question GEN.1.37 - July 2022 (D4).pdf:25: on the south bank of the River Tees. documentation, however this
EN010103-001914-NZT DCO 9.19 - Further Response to Written Question GEN.1.37 - July 2022 (D4).pdf:33: Bank of the River Tees. (dry weight). Associated dredging operations to create berth. Associated
EN010103-001914-NZT DCO 9.19 - Further Response to Written Question GEN.1.37 - July 2022 (D4).pdf:38: southern dock at Teesside on the south bank of the River Tees.
EN010103-001468-NZT DCO 5.4 - Design and Access Statement - Tracked - Apr 2022.pdf:4: South Bank of the River Tees on the North-East coast of the UK.
EN010103-001468-NZT DCO 5.4 - Design and Access Statement - Tracked - Apr 2022.pdf:4: the River Tees in the borough of Redcar and Cleveland.
EN010103-001468-NZT DCO 5.4 - Design and Access Statement - Tracked - Apr 2022.pdf:9: largely involve existing and former industrial land either side of the River Tees, while
EN010103-001468-NZT DCO 5.4 - Design and Access Statement - Tracked - Apr 2022.pdf:14: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-001468-NZT DCO 5.4 - Design and Access Statement - Tracked - Apr 2022.pdf:15: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-001468-NZT DCO 5.4 - Design and Access Statement - Tracked - Apr 2022.pdf:15: Borough Council. At this location, the River Tees is tidal. In addition, there are
EN010103-001468-NZT DCO 5.4 - Design and Access Statement - Tracked - Apr 2022.pdf:17: on-Tees, including crossings beneath the River Tees.
EN010103-001468-NZT DCO 5.4 - Design and Access Statement - Tracked - Apr 2022.pdf:19: encompasses land on either side of the River Tees between Dormanstown and
EN010103-001468-NZT DCO 5.4 - Design and Access Statement - Tracked - Apr 2022.pdf:20: Corridor and the CO2 Gathering Network Corridor) cross the River Tees into the
EN010103-001468-NZT DCO 5.4 - Design and Access Statement - Tracked - Apr 2022.pdf:20: administrative area of STBC. As mentioned above, at this location the River Tees is
EN010103-001468-NZT DCO 5.4 - Design and Access Statement - Tracked - Apr 2022.pdf:22: development along the south bank of the River Tees from Middlesbrough up to
EN010103-001468-NZT DCO 5.4 - Design and Access Statement - Tracked - Apr 2022.pdf:22: operation. Opened in 1979 and located near the mouth of the River Tees, the Redcar
EN010103-001468-NZT DCO 5.4 - Design and Access Statement - Tracked - Apr 2022.pdf:26: Terminal (‘RBT’) and the River Tees.
EN010103-001468-NZT DCO 5.4 - Design and Access Statement - Tracked - Apr 2022.pdf:26: Transmission System (‘NTS’) on the north bank of the River Tees and a tie-in to
EN010103-001468-NZT DCO 5.4 - Design and Access Statement - Tracked - Apr 2022.pdf:26: across Seal Sands and the under the River Tees using the existing
EN010103-001468-NZT DCO 5.4 - Design and Access Statement - Tracked - Apr 2022.pdf:26: and east of Saltholme via a crossing of the River Tees, with the connection to the
EN010103-001468-NZT DCO 5.4 - Design and Access Statement - Tracked - Apr 2022.pdf:27: east through Seal Sands before running south-east under the River Tees. On the
EN010103-001468-NZT DCO 5.4 - Design and Access Statement - Tracked - Apr 2022.pdf:27: south bank of the River Tees, the pipeline will run to along the existing pipeline
EN010103-001468-NZT DCO 5.4 - Design and Access Statement - Tracked - Apr 2022.pdf:27: to the south and the west, crossing the River Tees to Seal Sands and then south,
EN010103-001468-NZT DCO 5.4 - Design and Access Statement - Tracked - Apr 2022.pdf:27: acrossunder the River Tees will be achieved either by the:
EN010103-001468-NZT DCO 5.4 - Design and Access Statement - Tracked - Apr 2022.pdf:28: areas either side of the River Tees (to facilitate the pipeline crossings of the Tees)
EN010103-001468-NZT DCO 5.4 - Design and Access Statement - Tracked - Apr 2022.pdf:28: of the River Tees. The Water Discharge Connection Corridor (replacement outfall
EN010103-001468-NZT DCO 5.4 - Design and Access Statement - Tracked - Apr 2022.pdf:30: and the ConocoPhillips operated North Sea Terminal across the River Tees at Seal
EN010103-001468-NZT DCO 5.4 - Design and Access Statement - Tracked - Apr 2022.pdf:30: the Site across the River Tees in Stockton. These include an oil terminal and refinery
EN010103-001468-NZT DCO 5.4 - Design and Access Statement - Tracked - Apr 2022.pdf:43: consideration – notably, as indicated above, the River Tees crossing of the CO2
EN010103-001468-NZT DCO 5.4 - Design and Access Statement - Tracked - Apr 2022.pdf:47: corridors, including the use of a shorter River Tees crossing for the Gas Connection
EN010103-001468-NZT DCO 5.4 - Design and Access Statement - Tracked - Apr 2022.pdf:47: • Removal of the requirement to abstract water from the River Tees.
EN010103-001468-NZT DCO 5.4 - Design and Access Statement - Tracked - Apr 2022.pdf:49: • the CO2 Gathering Network Corridor (Work No. 6) from the north of the River Tees
EN010103-001468-NZT DCO 5.4 - Design and Access Statement - Tracked - Apr 2022.pdf:51: of the River Tees, while the pipelines and cables will be for the most part installed
EN010103-001468-NZT DCO 5.4 - Design and Access Statement - Tracked - Apr 2022.pdf:69: including crossings beneath the River Tees.
EN010103-001240-EN010103_Marine_Management_Organisation_Relevant_Representation_17122021_Redacted.pdf:12: ‘piling works will no longer take place in the River Tees which substantially
EN010103-001240-EN010103_Marine_Management_Organisation_Relevant_Representation_17122021_Redacted.pdf:12: reduces impacts on diadromous species using the River Tees’. However, the
EN010103-001240-EN010103_Marine_Management_Organisation_Relevant_Representation_17122021_Redacted.pdf:12: an acoustic barrier in the River Tees thus, not impeding migration’. Furthermore,
EN010103-001240-EN010103_Marine_Management_Organisation_Relevant_Representation_17122021_Redacted.pdf:12: temporary acoustic barrier in the River Tees”. The MMO have concerns that
EN010103-001240-EN010103_Marine_Management_Organisation_Relevant_Representation_17122021_Redacted.pdf:13: very difficult to comprehend the exact location and width of the River Tees where
EN010103-001240-EN010103_Marine_Management_Organisation_Relevant_Representation_17122021_Redacted.pdf:13:6.3.8 The MMO note that the river Tees crossing works are expected to take
EN010103-001240-EN010103_Marine_Management_Organisation_Relevant_Representation_17122021_Redacted.pdf:14: connection and CO2 Network, and CO2 export pipeline across the River Tees.
EN010103-001240-EN010103_Marine_Management_Organisation_Relevant_Representation_17122021_Redacted.pdf:14: River Tees as cooling water will be supplied by Northumbrian Water. As such,
EN010103-001240-EN010103_Marine_Management_Organisation_Relevant_Representation_17122021_Redacted.pdf:15: following developments are proposed within the River Tees and Estuary with
EN010103-001240-EN010103_Marine_Management_Organisation_Relevant_Representation_17122021_Redacted.pdf:15: m3 on the southern bank of the river Tees. Construction underway with all
EN010103-001240-EN010103_Marine_Management_Organisation_Relevant_Representation_17122021_Redacted.pdf:16: river Tees channel and Estuary between 2021-2023.
EN010103-001240-EN010103_Marine_Management_Organisation_Relevant_Representation_17122021_Redacted.pdf:16: stage within the River Tees (as per list above), it is the MMO’s opinion is that the
EN010103-001670-Birketts LLP on behalf of Northumbrian Water Limited - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:1:The NWL owned apparatus to the west, on the River Tees and the River Bank could also be
EN010103-001474-NZT DCO 1.2 - Application Guide - Apr 2022.pdf:4: River Tees in the borough of Redcar and
EN010103-001474-NZT DCO 1.2 - Application Guide - Apr 2022.pdf:8: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-001474-NZT DCO 1.2 - Application Guide - Apr 2022.pdf:9: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-001474-NZT DCO 1.2 - Application Guide - Apr 2022.pdf:9: Borough Council. At this location the River Tees is tidal. In addition, there are
EN010103-001474-NZT DCO 1.2 - Application Guide - Apr 2022.pdf:11: Tees, including crossings beneath the River Tees.
EN010103-001928-FGP Limited.pdf:8: the tidal River Tees), a high-pressure carbon
EN010103-002052-NZT DCO 5.4 - Design and Access Statement - Clean - August 2022(D6).pdf:4: South Bank of the River Tees on the North-East coast of the UK.
EN010103-002052-NZT DCO 5.4 - Design and Access Statement - Clean - August 2022(D6).pdf:4: the River Tees in the borough of Redcar and Cleveland.
EN010103-002052-NZT DCO 5.4 - Design and Access Statement - Clean - August 2022(D6).pdf:9: largely involve existing and former industrial land either side of the River Tees, while
EN010103-002052-NZT DCO 5.4 - Design and Access Statement - Clean - August 2022(D6).pdf:14: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-002052-NZT DCO 5.4 - Design and Access Statement - Clean - August 2022(D6).pdf:15: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-002052-NZT DCO 5.4 - Design and Access Statement - Clean - August 2022(D6).pdf:15: Borough Council. At this location, the River Tees is tidal. In addition, there are
EN010103-002052-NZT DCO 5.4 - Design and Access Statement - Clean - August 2022(D6).pdf:17: on-Tees, including crossings beneath the River Tees.
EN010103-002052-NZT DCO 5.4 - Design and Access Statement - Clean - August 2022(D6).pdf:20: encompasses land on either side of the River Tees between Dormanstown and
EN010103-002052-NZT DCO 5.4 - Design and Access Statement - Clean - August 2022(D6).pdf:20: Corridor and the CO2 Gathering Network Corridor) cross the River Tees into the
EN010103-002052-NZT DCO 5.4 - Design and Access Statement - Clean - August 2022(D6).pdf:20: administrative area of STBC. As mentioned above, at this location the River Tees is
EN010103-002052-NZT DCO 5.4 - Design and Access Statement - Clean - August 2022(D6).pdf:21: development along the south bank of the River Tees from Middlesbrough up to
EN010103-002052-NZT DCO 5.4 - Design and Access Statement - Clean - August 2022(D6).pdf:21: operation. Opened in 1979 and located near the mouth of the River Tees, the Redcar
EN010103-002052-NZT DCO 5.4 - Design and Access Statement - Clean - August 2022(D6).pdf:26: Terminal (‘RBT’) and the River Tees.
EN010103-002052-NZT DCO 5.4 - Design and Access Statement - Clean - August 2022(D6).pdf:26: Transmission System (‘NTS’) on the north bank of the River Tees and a tie-in to
EN010103-002052-NZT DCO 5.4 - Design and Access Statement - Clean - August 2022(D6).pdf:26: across Seal Sands and the under the River Tees to Bran Sands and on to the Wilton
EN010103-002052-NZT DCO 5.4 - Design and Access Statement - Clean - August 2022(D6).pdf:27: through Seal Sands before running south-east under the River Tees. On the south
EN010103-002052-NZT DCO 5.4 - Design and Access Statement - Clean - August 2022(D6).pdf:27: bank of the River Tees, the pipeline will run along the existing pipeline corridor
EN010103-002052-NZT DCO 5.4 - Design and Access Statement - Clean - August 2022(D6).pdf:27: Gathering Network under the River Tees will be achieved by installing the pipeline
EN010103-002052-NZT DCO 5.4 - Design and Access Statement - Clean - August 2022(D6).pdf:27: areas either side of the River Tees (to facilitate the pipeline crossings of the Tees)
EN010103-002052-NZT DCO 5.4 - Design and Access Statement - Clean - August 2022(D6).pdf:27: of the River Tees. The Water Discharge Connection Corridor (replacement outfall
EN010103-002052-NZT DCO 5.4 - Design and Access Statement - Clean - August 2022(D6).pdf:29: and the ConocoPhillips operated North Sea Terminal across the River Tees at Seal
EN010103-002052-NZT DCO 5.4 - Design and Access Statement - Clean - August 2022(D6).pdf:29: the Site across the River Tees in Stockton. These include an oil terminal and refinery
EN010103-002052-NZT DCO 5.4 - Design and Access Statement - Clean - August 2022(D6).pdf:46: corridors, including the use of a shorter River Tees crossing for the Gas Connection
EN010103-002052-NZT DCO 5.4 - Design and Access Statement - Clean - August 2022(D6).pdf:46: • Removal of the requirement to abstract water from the River Tees.
EN010103-002052-NZT DCO 5.4 - Design and Access Statement - Clean - August 2022(D6).pdf:48: • the CO2 Gathering Network Corridor (Work No. 6) from the north of the River Tees
EN010103-002052-NZT DCO 5.4 - Design and Access Statement - Clean - August 2022(D6).pdf:50: of the River Tees, while the pipelines and cables will be for the most part installed
EN010103-002052-NZT DCO 5.4 - Design and Access Statement - Clean - August 2022(D6).pdf:67: including crossings beneath the River Tees.
EN010103-001848-1.2 - Application Guide - June 2022(D3).pdf:4: River Tees in the borough of Redcar and
EN010103-001848-1.2 - Application Guide - June 2022(D3).pdf:8: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-001848-1.2 - Application Guide - June 2022(D3).pdf:9: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-001848-1.2 - Application Guide - June 2022(D3).pdf:9: Borough Council. At this location the River Tees is tidal. In addition, there are
EN010103-001848-1.2 - Application Guide - June 2022(D3).pdf:11: Tees, including crossings beneath the River Tees.
EN010103-001848-1.2 - Application Guide - June 2022(D3).pdf:11: River Tees, across the Tees to the PCC Site (Work No. 6).
EN010103-000903-NZT DCO 6.2.19 ES Vol I Chapter 19 Marine Heritage.pdf:12: pushed back further upstream of the River Tees rather than the coastline
EN010103-000903-NZT DCO 6.2.19 ES Vol I Chapter 19 Marine Heritage.pdf:13: the River Tees.
EN010103-000903-NZT DCO 6.2.19 ES Vol I Chapter 19 Marine Heritage.pdf:14: throughout the River Tees and the Tees Estuary. As such, the decision was
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:11: under the River Tees (together with associated headhouse) operated by Sembcorp; and
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:97: (b) site concrete and cement mixing and washing areas at least 10 metres from the River Tees
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:111: (b) site concrete and cement mixing and washing areas at least 10 metres from the River Tees
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:170: under the River Tees (together with associated headhouse) operated by Sembcorp; and
EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:6: Middlesbrough, where the River Tees meets the North Sea. The Proposed
EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:12: porpoise are known to regularly forage within the lower stretches of the River Tees
EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:42:4.2.31 The CO2 Gathering Network Pipeline will cross the River Tees in the existing
EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:42: construction through the River Tees in order to install this aspect of the Proposed
EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:43: on the western side of the River Tees, supports a breeding colony of harbour seal.
EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:45:4.2.44 Since the CO2 Gathering Network Pipeline will cross the River Tees in the existing
EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:45: through the River Tees in order to install this aspect of the Proposed Development
EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:51:4.3.16 The CCGT unit will be cooled with water abstracted from the River Tees as a worst-
EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:58: Seal Sands Industrial Estate, before crossing the River Tees and reaching the PCC Site.
EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:58: Therefore, relatively narrow bands of Saltholme Reservoir and the River Tees would
EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:59:6.1.16 The CO2 Gathering Network Pipeline will cross the River Tees in the existing
EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:65: the proximity of the Proposed Development to Coatham Sands and the River Tees,
EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:66: Cleveland Coast SPA / Ramsar, including the River Tees, ditches, ponds in the
EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:66:6.1.45 Given the Proposed Development’s proximity to the River Tees and its hydrological
EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:76: Plan Document (DPD) contains the a) to the south of the River Tees - the land located around Teesport, Smiths Dock
EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:76: management of waste. It consists of b) to the north of the River Tees - the land located around the Graythorp and
EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:76: DPD and the Mineral and Waste c) to the north of the River Tees - the land located around the Port Clarence,
EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:78: proposals (such as to secure an additional strategic road crossing of the River Tees). No potential
EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:78: Proposed Development directly adjacent to the River Tees. It follows that the main relevant
EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:96: g. Paragraph 4.2.30 and 4.2.31 discuss the construction of the gas pipeline below the River Tees in relation to the foraging terns and the CO2 export pipeline
EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:108: arise due to the drilling of the CO2 gathering network below the River Tees as this will not be in the water column.
EN010103-001187-NZT DCO 5.11 Indicative Lighting Strategy - Reprovided(2).pdf:10: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-001187-NZT DCO 5.11 Indicative Lighting Strategy - Reprovided(2).pdf:11: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-001187-NZT DCO 5.11 Indicative Lighting Strategy - Reprovided(2).pdf:11: Borough Council. At this location, the River Tees is tidal. In addition, there are
EN010103-001187-NZT DCO 5.11 Indicative Lighting Strategy - Reprovided(2).pdf:11: a CO2 gathering network (including connections under the tidal River Tees) to
EN010103-001187-NZT DCO 5.11 Indicative Lighting Strategy - Reprovided(2).pdf:12: Stockton-on-Tees, including crossings beneath the River Tees.
EN010103-001187-NZT DCO 5.11 Indicative Lighting Strategy - Reprovided(2).pdf:24: to the north and south of the River Tees.
EN010103-001187-NZT DCO 5.11 Indicative Lighting Strategy - Reprovided(2).pdf:25: at the edge of the industrial area which borders the River Tees. The Path crossed the
EN010103-001187-NZT DCO 5.11 Indicative Lighting Strategy - Reprovided(2).pdf:25: of the River Tees. It crosses the Newport Bridge in Middlesborough and then runs
EN010103-001187-NZT DCO 5.11 Indicative Lighting Strategy - Reprovided(2).pdf:25: south and then west, following the northern bank of the River Tees.
EN010103-001859-9.12 - Applicants comments on written Representations - June 2022 (D3).pdf:6: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-001859-9.12 - Applicants comments on written Representations - June 2022 (D3).pdf:16: International complex north-westward to Bran Sands on the south bank of the River Tees. The site
EN010103-001859-9.12 - Applicants comments on written Representations - June 2022 (D3).pdf:17: nationally significant Infrastructure project (i.e. the quay1 on the River Tees, along with quayside ship
EN010103-001859-9.12 - Applicants comments on written Representations - June 2022 (D3).pdf:17: 4.3 Amongst other components, Phase 1 includes the construction of a quay on the River Tees and the
EN010103-001859-9.12 - Applicants comments on written Representations - June 2022 (D3).pdf:50: 1.4 Subject to the proper protection of their undertakings, HPU do not object in principle to the making transport through the existing 24” Sembcorp Gas Pipeline under the River Tees to nearby Northumbrian
EN010103-001859-9.12 - Applicants comments on written Representations - June 2022 (D3).pdf:53: 5.2 HPU's interests in the Link Line Corridor consist of rights to maintain their apparatus on the land. operation of the Link Line Corridor, access to and from its Infrastructure and navigation of the River Tees.
EN010103-001859-9.12 - Applicants comments on written Representations - June 2022 (D3).pdf:53: concerned that their existing rights to access and maintain its apparatus would be over-ridden. on the River Tees and do not anticipate its activities leading to any restriction. To the extent that the
EN010103-001859-9.12 - Applicants comments on written Representations - June 2022 (D3).pdf:54: 5.3.3 Navigation on the River Tees. to carry out and operate the Proposed Development, acquiring the necessary rights and taking
EN010103-001859-9.12 - Applicants comments on written Representations - June 2022 (D3).pdf:54: means that the long-bored tunnel option across the River Tees direct to the PCC site has been
EN010103-001859-9.12 - Applicants comments on written Representations - June 2022 (D3).pdf:54: Gathering Network across the River Tees to the PCC site. The Applicants’ preferred option is now
EN010103-001859-9.12 - Applicants comments on written Representations - June 2022 (D3).pdf:70: The NWL owned apparatus to the west, on the River Tees and the River Bank could also be subject to compulsory the design and construction methodology for the Proposed Development. With this and the protective
EN010103-001859-9.12 - Applicants comments on written Representations - June 2022 (D3).pdf:75: situated on the South Bank of the River Tees (“the Terminal”). The Terminal has been visited by the Examining
EN010103-001859-9.12 - Applicants comments on written Representations - June 2022 (D3).pdf:80: 1.5 Protective Provisions have been proposed by the Applicant – although these are not currently in a Sembcorp Gas Pipeline under the River Tees to nearby Northumbrian Water Limited’s Wastewater
EN010103-001859-9.12 - Applicants comments on written Representations - June 2022 (D3).pdf:83: 4.2.1 The safety and operation of the Link Line Corridors (including Tunnel No.2 which runs under the Infrastructure and navigation of the River Tees. The Applicants have not sought any powers in the Draft
EN010103-001859-9.12 - Applicants comments on written Representations - June 2022 (D3).pdf:83: Tees); DCO REP2-002 to restrict or manage navigation on the River Tees and do not anticipate its activities
EN010103-001859-9.12 - Applicants comments on written Representations - June 2022 (D3).pdf:83: 4.2.3 Navigation on the River Tees.
EN010103-002410-NZT DCO - 9.46 Applicants’ Response to the ExA's Third Written Questions - Oct 2022 (D11).pdf:5: tidal River Tees) to collect and transport the captured CO2 from
EN010103-002410-NZT DCO - 9.46 Applicants’ Response to the ExA's Third Written Questions - Oct 2022 (D11).pdf:6: River Tees.
EN010103-002410-NZT DCO - 9.46 Applicants’ Response to the ExA's Third Written Questions - Oct 2022 (D11).pdf:22: from the River Tees for cooling purposes and discharge it into the
EN010103-002410-NZT DCO - 9.46 Applicants’ Response to the ExA's Third Written Questions - Oct 2022 (D11).pdf:31: a. The Environmental Statement (Ch.9 Surface Water, Flood Risk and Water Resources states that “abstraction from the River Tees has been removed from the Proposed Development”. However, the
EN010103-002410-NZT DCO - 9.46 Applicants’ Response to the ExA's Third Written Questions - Oct 2022 (D11).pdf:31: draft Water Quality Assessment states that the “source of the Blowdown Water is untreated River Tees water from three abstraction points”. Can the applicant clarify this point, in particular with
EN010103-002536-NZT DCO 4.3 - Crown Land Plans Sheets 1-13 Nov 2022 (D12).pdf:6: River Tees
EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:20: Receiving Water: The River Tees
EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:21: Receiving Water: The River Tees
EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:39: Location: River Tees - Tidal - Tees Dock Potash Terminal
EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:39: Location: River Tees - Tidal
EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:39: Location: River Tees Pump
EN010103-001161-NZT DCO 6.1 ES Non-Technical Summary.pdf:7: (RCBC) to the south of the River Tees (South Bank and Dormanstown Wards)
EN010103-001161-NZT DCO 6.1 ES Non-Technical Summary.pdf:8: (with the exception of the gas and CO2 pipeline crossings of the River Tees
EN010103-001161-NZT DCO 6.1 ES Non-Technical Summary.pdf:13: Redcar Steelworks site and is located on the south bank of the River Tees, to
EN010103-001161-NZT DCO 6.1 ES Non-Technical Summary.pdf:14: corridors to the south and north of the River Tees.
EN010103-001161-NZT DCO 6.1 ES Non-Technical Summary.pdf:14:3.2.3 The Site extends north and west across the River Tees through Seal Sands
EN010103-001161-NZT DCO 6.1 ES Non-Technical Summary.pdf:14: and on towards Billingham. On the north bank of the River Tees industrial
EN010103-001161-NZT DCO 6.1 ES Non-Technical Summary.pdf:14: the north of the River Tees will travel from the A19 via the A1046, A178 and
EN010103-001161-NZT DCO 6.1 ES Non-Technical Summary.pdf:17:3.3.17 The nearest designated watercourse to the PCC Site is the River Tees, located
EN010103-001161-NZT DCO 6.1 ES Non-Technical Summary.pdf:17: Development includes proposed pipeline crossings under the River Tees.
EN010103-001161-NZT DCO 6.1 ES Non-Technical Summary.pdf:17:3.3.18 The Dabholm Gut flows to the River Tees approximately 0.8 km south of the
EN010103-001161-NZT DCO 6.1 ES Non-Technical Summary.pdf:51: River Tees.
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:238: of River Tees, Stockton-on- TS2 1TX TS2 1TX E14 5HP
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:247: of River Tees, Stockton-on- (Org No. - 6238238) (Org No. - 6238238) (Org No. - 00048839)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:256: of River Tees, Stockton-on- (Org No. - 6238238) (Org No. - 6238238) (Org No. - 00048839)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:312: pipelines west of River Tees, Oliver Road Oliver Road
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:331: of River Tees, Stockton-on- Oliver Road Oliver Road
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:336: pipelines west of River Tees, Grays Grays
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:445: river (River Tees), Billingham, Environment Agency Environment Agency
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:445: (in respect of River Tees) (in respect of River Tees)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:446: Redcar, other than interests London (in respect of River Tees)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:446: (in respect of River Tees)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:446: Trunk Road, Redcar, other One Chapel Place W1S 1FE (in respect of River Tees)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:446: Number not used (in respect of River Tees)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:447: river (River Tees), bed and Crown Bristol
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:447: Trunk Road, Redcar, other One Chapel Place (in respect of River Tees)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:447: (in respect of River Tees) (in respect of gas pipeline)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:448: Trunk Road, Redcar, other One Chapel Place (in respect of River Tees)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:448: (in respect of River Tees) (Org No. - 00358535)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:451: river (River Tees), bed and Crown Bristol London
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:451: Trunk Road, Redcar, other One Chapel Place (in respect of River Tees) (Org No. - 7251600)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:451: (in respect of River Tees)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:451: river (River Tees), bed and Crown 15-19 Britten Street Bristol London
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:451: west of A1085, Trunk Road, One Chapel Place SW3 3TY (in respect of River Tees) (Org No. - 7251600)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:452: (in respect of River Tees)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:452: river (River Tees), and bed Crown Bristol London
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:452: Trunk Road, Redcar, other One Chapel Place (in respect of River Tees) (Org No. - 7251600)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:452: (in respect of River Tees)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:452: River Tees, Redcar TS2 1AH 32 Gallowgate 32 Gallowgate EC2N 4AA
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:453: River Tees, Redcar Newcastle Upon Tyne Newcastle Upon Tyne EC1N 6RA
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:454: Redcar (Org No. - 02636007) (in respect of River Tees) (Org No. - 00995939)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:454: (in respect of River Tees) South Bank
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:454: river (River Tees), bed and TS2 1AH BS1 5AH EC2N 4AA
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:455: banks thereof west of A1085, (Org No. - 02636007) (in respect of River Tees) (in respect of a registered
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:455: (in respect of River Tees) Great Wilson Street
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:455: Trunk Road, Redcar (Org No. - 02636007) (in respect of River Tees) (Org No. - 00995939)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:456: (in respect of River Tees) South Bank
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:456: (Org No. - 02636007) Guildford (in respect of River Tees) (Org No. - 00995939)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:457: (in respect of River Tees) Guildford South Bank
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:458: metres of river (River Tees), 17-27 Queen's Square Transportation Limited Horizon House 100 Bishopsgate
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:458: of A1085, Trunk Road, Redcar (Org No. - 02636007) W1S 1FE (in respect of River Tees) (Org No. - 00995939)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:458: Number not used (in respect of River Tees) W1S 1FE South Bank Formatted: Font: Not Italic
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:459: of A1085, Trunk Road, Redcar (Org No. - 02636007) Guildford (in respect of River Tees) (Org No. - 00995939)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:460: (CE240968 - Absolute (in respect of River Tees) 14 St. George Street Guildford 29-00 Ocean Financial
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:460: north west of A1085, Trunk One Chapel Place DH1 5FJ (in respect of River Tees) (Org No. - 7251600)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:461: (in respect of River Tees)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:461: east of River Tees, Redcar Wilton International BS1 5AH EC1N 6RA
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:464: of River Tees, Redcar Wilton International BS1 5AH EC1N 6RA
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:467: metres of river (River Tees), Majesty in Right of Her Limited Horizon House 17 Charterhouse Street
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:468: Road, Redcar, other than London (Org No. - 02366703) (in respect of River Tees) (in respect of planning
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:468: (in respect of River Tees) (Org No. - 02366703)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:468: metres of river (River Tees), Majesty in Right of Her Limited Horizon House 17 Charterhouse Street
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:468: north west of A1085, Trunk One Chapel Place DH1 5FJ (in respect of River Tees) (Org No. - 7251600)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:468: (in respect of River Tees)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:468: metres of river (River Tees), Majesty in Right of Her Limited Horizon House 17 Charterhouse Street
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:468: north west of A1085, Trunk One Chapel Place DH1 5FJ (in respect of River Tees) (Org No. - 7251600)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:469: Number not used (in respect of River Tees)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:469: metres of river (River Tees), Majesty in Right of Her Limited Horizon House 17 Charterhouse Street
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:469: north west of A1085, Trunk One Chapel Place DH1 5FJ (in respect of River Tees) (Org No. - 7251600)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:469: (in respect of River Tees)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:469: metres of river (River Tees), Ports Limited Horizon House Limited
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:469: EC1N 6RA (in respect of River Tees) 2 Tallis Street
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:470: (in respect of River Tees) (Org No. - 02152229)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:470: metres of river (River Tees), Majesty in Right of Her Limited Horizon House 17 Charterhouse Street
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:470: north west of A1085, Trunk One Chapel Place DH1 5FJ (in respect of River Tees) (Org No. - 7251600)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:470: (CE197113 - Good Leasehold) (in respect of River Tees)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:470: metres of river (River Tees), Ports Limited Horizon House Limited
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:470: A1085, Trunk Road, Redcar EC1N 6RA (in respect of River Tees) 2 Tallis Street
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:471: (in respect of River Tees) (Org No. - 02152229)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:471: metres of river (River Tees), Majesty in Right of Her Limited Horizon House 17 Charterhouse Street
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:471: north west of A1085, Trunk One Chapel Place DH1 5FJ (in respect of River Tees) (Org No. - 7251600)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:471: (CE197113 - Good Leasehold) (in respect of River Tees)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:471: metres of river (River Tees), Ports Limited Horizon House Limited
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:471: EC1N 6RA (in respect of River Tees) 2 Tallis Street
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:472: (in respect of River Tees) M50 1DT
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:472: metres of river (River Tees), Ports Limited Limited Horizon House Limited
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:472: north west of A1085, Trunk EC1N 6RA DH1 5FJ (in respect of River Tees) 2 Tallis Street
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:472: (CE197113 - Good Leasehold) (in respect of River Tees) (Org No. - 02366703)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:472: metres of river (River Tees), Majesty in Right of Her Limited Horizon House 17 Charterhouse Street
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:473: north west of A1085, Trunk One Chapel Place DH1 5FJ (in respect of River Tees) (Org No. - 7251600)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:473: (in respect of River Tees)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:473: metres of river (River Tees), Ports Limited Horizon House Limited
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:473: north west of A1085, Trunk EC1N 6RA (in respect of River Tees) 2 Tallis Street
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:473: (in respect of River Tees) M50 1DT
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:473: metres of river (River Tees), Majesty in Right of Her Anchor House Horizon House 17 Charterhouse Street
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:474: north west of A1085, Trunk One Chapel Place SW3 3TY (in respect of River Tees) (Org No. - 7251600)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:474: (CE216557 - Absolute (in respect of River Tees) (Org No. - 03531783)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:474: metres of river (River Tees), Ports Limited Limited Horizon House Limited
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:474: north west of A1085, Trunk EC1N 6RA DH1 5FJ (in respect of River Tees) 2 Tallis Street
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:475: (in respect of River Tees) DH1 5FJ
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:475: metres of river (River Tees), Ports Limited Limited Horizon House Limited
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:475: north west of A1085, Trunk EC1N 6RA DH1 5FJ (in respect of River Tees) 2 Tallis Street
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:475: Number not used (in respect of River Tees) (Org No. - 02366703)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:476: metres of river (River Tees), Ports Limited Horizon House Limited
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:476: north west of A1085, Trunk EC1N 6RA (in respect of River Tees) 2 Tallis Street
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:476: (in respect of River Tees) M50 1DT
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:476: metres of river (River Tees), Ports Limited Limited Horizon House Limited
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:476: west of A1085, Trunk Road, EC1N 6RA DH1 5FJ (in respect of River Tees) 2 Tallis Street
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:477: (in respect of River Tees) M50 1DT
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:477: metres of river (River Tees), Ports Limited Anchor House Horizon House Limited
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:477: A1085, Trunk Road, Redcar EC1N 6RA SW3 3TY (in respect of River Tees) 2 Tallis Street
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:477: Leasehold) (in respect of River Tees) EC2N 4AG (Org No. - 01021338)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:478: metres of river (River Tees), Ports Limited Limited Horizon House Limited
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:478: north west of A1085, Trunk EC1N 6RA DH1 5FJ (in respect of River Tees) 2 Tallis Street
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:478: Number not used (in respect of River Tees) (Org No. - 02366703)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:479: metres of river (River Tees), 17 Charterhouse Street Sembcorp UK Headquarters Bristol C/O: Legalinx Limited red line boundary reduction. Plot no longer part of River
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:479: grassland, unnamed tracks, EC1N 6RA Middlesbrough (in respect of River Tees)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:479: (CE147639 - Absolute (in respect of River Tees) TS90 8WS
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:492: north west of A1085, Trunk (Org No. - 08270855) (Org No. - 02366703) (in respect of River Tees) Temple
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:492: Leasehold) (in respect of River Tees) Middlesbrough DH1 5FJ
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:493: Tees), bed and banks thereof, 17 Charterhouse Street 15-19 Britten Street Bristol C/O: Legalinx Limited Commented JW278: Plot no longer part of River Tees
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:493: pipeline west of A1085, Trunk EC1N 6RA SW3 3TY (in respect of River Tees) 2 Tallis Street
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:493: (CE216660 - Absolute (in respect of River Tees) Middlesbrough (Org No. - 01021338)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:495: river (River Tees) bed and 17 Charterhouse Street Bristol C/O: Legalinx Limited
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:495: waterbody west of A1085, EC1N 6RA (in respect of River Tees) 2 Tallis Street
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:495: (in respect of River Tees) M50 1DT
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:495: (River Tees) west of A1085, 17 Charterhouse Street 11-12 St James's Square C/O: Legalinx Limited
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:511: pipeline east of River Tees, Middlesbrough 10 Priestley Road 10 Priestley Road London
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:512: pipeline east of River Tees, Middlesbrough 14 St. George Street 14 St. George Street London
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:513: River Tees, Redcar Middlesbrough Middlesbrough London
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:514: east of River Tees, Redcar 32 Gallowgate 32 Gallowgate London
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:518: east of River Tees, Redcar NE1 4BF NE1 4BF (Org No. - 08270855)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:793: road, Stockton-on-Tees, One Chapel Place (in respect of River Tees)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:794: Number not used (in respect of River Tees) Formatted: Font: Not Italic
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1067: and pipelines west of River Tees, Royal College Hill
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1079: hardstanding east of River Tees, Teesdale Business Park
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1361: unnamed private road west of River Tees, Wexham Road
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1363: of River Tees, Stockton-on-Tees Wexham Road
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1365: pipelines and hardstanding west of River Tees, Cassel Works
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1366: unnamed private road west of River Tees, Wexham Road
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1367: of River Tees, Stockton-on-Tees Wexham Road
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1401: hardstanding and pipelines west of River Tees, The Akzonobel Building of red line boundary reduction
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1416: River Tees, Stockton-on-Tees Royal College Hill
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1474: grassland and pipeline west of River Tees, (trading as Lianhetech Seal Sands)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1474: 5 216 New Rights over 461.42 square metres of river Teesside Gas Processing Plant Limited in respect of gas pipeline Commented JW186: Plot removed from DCO
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1474: (River Tees), bed and banks thereof and Suite 1, 3rd Floor
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1475: 35238.73 square metres of river (River Tees), 1 Wellheads Avenue acquisition type change
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1475: river (River Tees), bed and banks thereof and The Akzonobel Building
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1477: conveyors and hardstanding east of River Tees, Cavendish House
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1477: 5 227 New Rights over 134.05 square metres of river Teesside Gas Processing Plant Limited in respect of gas pipeline Commented JW189: Plot removed from DCO
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1477: (River Tees) and pipeline north west of A1085, Suite 1, 3rd Floor
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1478: (River Tees), bed and banks thereof, grassland Suite 1, 3rd Floor
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1478: 5 230 New Rights over 124.15 square metres of river Teesside Gas Processing Plant Limited in respect of gas pipeline Commented JW191: Plot removed from DCO
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1478: (River Tees), bed and banks thereof, grassland Suite 1, 3rd Floor
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1478: (Dabholm Gut) east of River Tees, Redcar Dyce
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1481: 26004.97 square metres of river (River Tees), Rooms 481 - 499 Second Floor red line boundary reduction. Plot no longer part of River
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1489: (River Tees), bed and bed thereof, jetty, Cowick Hall
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1489: (River Tees), bed and banks thereof, The Akzonobel Building
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1490: of river (River Tees) west of A1085, Trunk Suite 1, 3rd Floor
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1495: grassland and pipeline east of River Tees, Suite 1, 3rd Floor
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1508: River Tees, Redcar Newcastle Upon Tyne
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1663: metres of river (River Tees), bed and Crown
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1663: (in respect of River Tees)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1663: metres of river (River Tees), bed and Crown 14 St. George Street
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1663: Number not used (in respect of River Tees)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1663: square metres of river (River Tees), Crown red line boundary reduction
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1664: (in respect of River Tees)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1664: metres of river (River Tees), bed and Crown
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1664: (in respect of River Tees)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1664: square metres of river (River Tees), Crown red line boundary reduction
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1665: (in respect of River Tees)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1665: square metres of river (River Tees), Crown Anchor House red line boundary reduction
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1665: (in respect of River Tees)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1665: square metres of river (River Tees), Crown red line boundary reduction
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1665: (in respect of River Tees)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1665: metres of river (River Tees), and bed Crown Abbey Road
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1666: (in respect of River Tees)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1666: of river (River Tees), and bed thereof, Crown Abbey Road
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1666: (in respect of River Tees)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1666: of river (River Tees), and bed thereof, Crown Abbey Road
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1667: (in respect of River Tees)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1667: of river (River Tees), and bed thereof, Crown Abbey Road
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1667: (in respect of River Tees)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1667: of river (River Tees), and bed thereof, Crown Abbey Road
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1667: (in respect of River Tees)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1667: of river (River Tees), and bed thereof, Crown Abbey Road
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1668: Number not used (in respect of River Tees)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1668: of river (River Tees), and bed thereof, Crown Abbey Road
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1668: (in respect of River Tees)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1668: of river (River Tees), and bed thereof, Crown Abbey Road
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1669: (in respect of River Tees)
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1669: of river (River Tees), and bed thereof, Crown Anchor House
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1669: (in respect of River Tees) EC2N 4AG
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1669: metres of river (River Tees), bed and Crown
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1670: (in respect of River Tees)
EN010103-000862-NZT DCO 4.7.2 Gas Connection and AGI Plans Sheet 2.pdf:1: GC1 - RIVER TEES CROSSING - GA
EN010103-001467-NZT DCO 5.4 - Design and Access Statement - Clean - Apr 2022.pdf:4: South Bank of the River Tees on the North-East coast of the UK.
EN010103-001467-NZT DCO 5.4 - Design and Access Statement - Clean - Apr 2022.pdf:4: the River Tees in the borough of Redcar and Cleveland.
EN010103-001467-NZT DCO 5.4 - Design and Access Statement - Clean - Apr 2022.pdf:9: largely involve existing and former industrial land either side of the River Tees, while
EN010103-001467-NZT DCO 5.4 - Design and Access Statement - Clean - Apr 2022.pdf:14: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-001467-NZT DCO 5.4 - Design and Access Statement - Clean - Apr 2022.pdf:15: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-001467-NZT DCO 5.4 - Design and Access Statement - Clean - Apr 2022.pdf:15: Borough Council. At this location, the River Tees is tidal. In addition, there are
EN010103-001467-NZT DCO 5.4 - Design and Access Statement - Clean - Apr 2022.pdf:17: on-Tees, including crossings beneath the River Tees.
EN010103-001467-NZT DCO 5.4 - Design and Access Statement - Clean - Apr 2022.pdf:19: encompasses land on either side of the River Tees between Dormanstown and
EN010103-001467-NZT DCO 5.4 - Design and Access Statement - Clean - Apr 2022.pdf:19: Corridor and the CO2 Gathering Network Corridor) cross the River Tees into the
EN010103-001467-NZT DCO 5.4 - Design and Access Statement - Clean - Apr 2022.pdf:19: administrative area of STBC. As mentioned above, at this location the River Tees is
EN010103-001467-NZT DCO 5.4 - Design and Access Statement - Clean - Apr 2022.pdf:21: development along the south bank of the River Tees from Middlesbrough up to
EN010103-001467-NZT DCO 5.4 - Design and Access Statement - Clean - Apr 2022.pdf:21: operation. Opened in 1979 and located near the mouth of the River Tees, the Redcar
EN010103-001467-NZT DCO 5.4 - Design and Access Statement - Clean - Apr 2022.pdf:24: Terminal (‘RBT’) and the River Tees.
EN010103-001467-NZT DCO 5.4 - Design and Access Statement - Clean - Apr 2022.pdf:24: Transmission System (‘NTS’) on the north bank of the River Tees and a tie-in to
EN010103-001467-NZT DCO 5.4 - Design and Access Statement - Clean - Apr 2022.pdf:24: across Seal Sands and the under the River Tees to Bran Sands and on to the Wilton
EN010103-001467-NZT DCO 5.4 - Design and Access Statement - Clean - Apr 2022.pdf:25: through Seal Sands before running south-east under the River Tees. On the south
EN010103-001467-NZT DCO 5.4 - Design and Access Statement - Clean - Apr 2022.pdf:25: bank of the River Tees, the pipeline will run along the existing pipeline corridor
EN010103-001467-NZT DCO 5.4 - Design and Access Statement - Clean - Apr 2022.pdf:25: Gathering Network under the River Tees will be achieved either by the:
EN010103-001467-NZT DCO 5.4 - Design and Access Statement - Clean - Apr 2022.pdf:25: areas either side of the River Tees (to facilitate the pipeline crossings of the Tees)
EN010103-001467-NZT DCO 5.4 - Design and Access Statement - Clean - Apr 2022.pdf:25: of the River Tees. The Water Discharge Connection Corridor (replacement outfall
EN010103-001467-NZT DCO 5.4 - Design and Access Statement - Clean - Apr 2022.pdf:27: and the ConocoPhillips operated North Sea Terminal across the River Tees at Seal
EN010103-001467-NZT DCO 5.4 - Design and Access Statement - Clean - Apr 2022.pdf:27: the Site across the River Tees in Stockton. These include an oil terminal and refinery
EN010103-001467-NZT DCO 5.4 - Design and Access Statement - Clean - Apr 2022.pdf:41: consideration – notably, as indicated above, the River Tees crossing of the CO2
EN010103-001467-NZT DCO 5.4 - Design and Access Statement - Clean - Apr 2022.pdf:45: corridors, including the use of a shorter River Tees crossing for the Gas Connection
EN010103-001467-NZT DCO 5.4 - Design and Access Statement - Clean - Apr 2022.pdf:45: • Removal of the requirement to abstract water from the River Tees.
EN010103-001467-NZT DCO 5.4 - Design and Access Statement - Clean - Apr 2022.pdf:47: • the CO2 Gathering Network Corridor (Work No. 6) from the north of the River Tees
EN010103-001467-NZT DCO 5.4 - Design and Access Statement - Clean - Apr 2022.pdf:49: of the River Tees, while the pipelines and cables will be for the most part installed
EN010103-001467-NZT DCO 5.4 - Design and Access Statement - Clean - Apr 2022.pdf:67: including crossings beneath the River Tees.
EN010103-001471-NZT DCO 2.1 - Draft DCO (Comparison with Oct 2021 version) - Apr 2022.pdf:96: (i) the construction installation of a subsea crossing pipeline underneath the River Tees
EN010103-001471-NZT DCO 2.1 - Draft DCO (Comparison with Oct 2021 version) - Apr 2022.pdf:96: (ii) (iii)installation of a fibre-optic control cable under the River Tees either through the
EN010103-001471-NZT DCO 2.1 - Draft DCO (Comparison with Oct 2021 version) - Apr 2022.pdf:96: River Tees; and.
EN010103-001471-NZT DCO 2.1 - Draft DCO (Comparison with Oct 2021 version) - Apr 2022.pdf:159: (b) the tunnel crossing the Order limits under the River Tees operated by Sembcorp; and
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:21: Receiving Water: River Tees (Saline Estuary)
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:21: Receiving Water: River Tees (Saline Estuary)
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:22: Receiving Water: River Tees (Saline Estuary)
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:22: Receiving Water: River Tees (Saline Estuary)
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:23: Receiving Water: River Tees (Saline Estuary)
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:23: Receiving Water: River Tees (Saline Estuary)
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:23: Receiving Water: River Tees (Saline Estuary)
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:24: Receiving Water: The River Tees - Tidal
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:24: Receiving Water: River Tees (Saline Estuary)
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:24: Receiving Water: River Tees (Saline Estuary)
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:25: Receiving Water: River Tees
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:25: Receiving Water: River Tees (Saline Estuary)
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:25: Receiving Water: River Tees (Saline Estuary)
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:26: Receiving Water: River Tees (Saline Estuary)
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:27: Receiving Water: River Tees (Saline Estuary)
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:27: Receiving Water: The River Tees
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:27: Receiving Water: The River Tees
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:28: Receiving Water: The River Tees
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:44: Location: River Tees - Tidal - Port Clarence
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:44: Location: River Tees - Port Clarence
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:45: Details: River Tees; Licence Status:Revoked; Lapsed Or Cancelled
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:96: Watercourse Name: River Tees
EN010103-002535-NZT DCO 4.2 - Land Plans Sheets 1-13 Nov 2022 (D12).pdf:6: River Tees
EN010103-001614-NZT DCO 3.2a - Supplementary Statement of Reasons - May 2022.pdf:7: The CO2 Gathering Network route from the north of River Tees and across the
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:26:and estuarine deposits adjacent to the River Tees. The town of Redcar was already established by this time.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:26:estuary, with construction of slag walls and placement of hydraulic fill dredged from the River Tees.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:120:River Tees. The Main Site was developed first as Redcar Iron and Steel Works, and more recently the Redcar Blast
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:242:• Surface waters (River Tees and Tees Bay)
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:254:designed to be protective of surface water (River Tees / North Sea) and groundwater (Secondary A and
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:255:The main surface water receptors are the River Tees and Tees Bay. A proportion of precipitation falling on the current
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:255:Standards (EQS) for potential risks to the River Tees /North Sea.
EN010103-001234-NZT - Regulation 32 Transboundary Screening (9).pdf:2: south bank of the River Tees estuary. The SSI site was
EN010103-001234-NZT - Regulation 32 Transboundary Screening (9).pdf:2: gathering pipe network would cross the River Tees. The water
EN010103-001234-NZT - Regulation 32 Transboundary Screening (9).pdf:4: removal of the requirement for water abstraction from the River Tees; and
EN010103-001234-NZT - Regulation 32 Transboundary Screening (9).pdf:6: port, and the Redcar Bulk Terminal on the River Tees. The Applicant has undertaken a
EN010103-001473-NZT DCO 1.2 - Application Guide (Tracked) - Apr 2022.pdf:4: River Tees in the borough of Redcar and
EN010103-001473-NZT DCO 1.2 - Application Guide (Tracked) - Apr 2022.pdf:8: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-001473-NZT DCO 1.2 - Application Guide (Tracked) - Apr 2022.pdf:9: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-001473-NZT DCO 1.2 - Application Guide (Tracked) - Apr 2022.pdf:9: Borough Council. At this location the River Tees is tidal. In addition, there are
EN010103-001473-NZT DCO 1.2 - Application Guide (Tracked) - Apr 2022.pdf:11: Tees, including crossings beneath the River Tees.
EN010103-001789-NZT DCO 5.10 - Other Consents and Licences - June 2022 (Clean).pdf:6: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-001789-NZT DCO 5.10 - Other Consents and Licences - June 2022 (Clean).pdf:7: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-001789-NZT DCO 5.10 - Other Consents and Licences - June 2022 (Clean).pdf:7: Borough Council. At this location, the River Tees is tidal. In addition, there are
EN010103-001789-NZT DCO 5.10 - Other Consents and Licences - June 2022 (Clean).pdf:9: Tees, including crossings beneath the River Tees.
EN010103-000897-NZT DCO 6.2.11 ES Vol I Chapter 11 Noise and Vibration.pdf:47: under the River Tees which will be via a bored tunnel or horizontal directional
EN010103-001470-NZT DCO 2.2 - Explanatory Memorandum - Apr 2022.pdf:5: the tidal River Tees), a high-pressure carbon
EN010103-001470-NZT DCO 2.2 - Explanatory Memorandum - Apr 2022.pdf:9: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-001470-NZT DCO 2.2 - Explanatory Memorandum - Apr 2022.pdf:10: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-001470-NZT DCO 2.2 - Explanatory Memorandum - Apr 2022.pdf:10: Borough Council. At this location, the River Tees is tidal. In addition, there are
EN010103-001470-NZT DCO 2.2 - Explanatory Memorandum - Apr 2022.pdf:11: • a CO2 gathering network (including connections under the tidal River Tees) to
EN010103-001470-NZT DCO 2.2 - Explanatory Memorandum - Apr 2022.pdf:11: Stockton-on-Tees, including crossings beneath the River Tees.
EN010103-001470-NZT DCO 2.2 - Explanatory Memorandum - Apr 2022.pdf:13: River Tees). Other than this, no Work Nos. in the Order include any CO2 pipeline
EN010103-001470-NZT DCO 2.2 - Explanatory Memorandum - Apr 2022.pdf:23: Limited as the statutory harbour authority on the River Tees;
EN010103-001470-NZT DCO 2.2 - Explanatory Memorandum - Apr 2022.pdf:40: relation to the Crown Estate land within the Order land (under the River Tees and
EN010103-001470-NZT DCO 2.2 - Explanatory Memorandum - Apr 2022.pdf:44: existing Sembcorp Gas Pipeline under the River Tees to Bran Sands and then via a
EN010103-001470-NZT DCO 2.2 - Explanatory Memorandum - Apr 2022.pdf:46: area and cross under the River Tees before entering the PCC Site for high pressure
EN010103-001470-NZT DCO 2.2 - Explanatory Memorandum - Apr 2022.pdf:46: the River Tees (both of which comprise part of Work No. 6). The routeing of the CO2
EN010103-001470-NZT DCO 2.2 - Explanatory Memorandum - Apr 2022.pdf:46: Gathering Network across the River Tees will be either by:
EN010103-001470-NZT DCO 2.2 - Explanatory Memorandum - Apr 2022.pdf:46:3.8.28 A third option (known as “Option 1”) for a long bored tunnel across the River Tees
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:7: River Tees) to collect and transport the captured CO2 from industrial emitters
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:8: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:11: the South Bank of the River Tees (“the Terminal”). The Terminal is
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:102: Pressure compressor, CO2 conditioning processes and High Pressure 4. No abstraction from the River Tees or Tees Bay is required. Raw
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:110: superficial geological units with the River Tees has been considered
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:125: River Tees in order to minimise disturbance to riverine habitats and
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:139: and other pollutants entering the estuarine system of the River Tees.
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:153: to the west, on the River Tees and the River Bank could also be discussions are ongoing, and parties are working to agree
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:161: the last decade as part of an ambitious vision to make the River Tees
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:165: trenchless crossings of the River Tees for the purposes of the
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:165: with existing pipelines which pass under the River Tees to the South required on the north bank of the Tees, outside the area of the
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:166: Capital dredging of the River Tees 2.10 See paragraph 2.8.
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:166: of the River Tees which is owned and controlled by PDT. This
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:175: underneath the river Tees, through Seal Sands and to Billingham,
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:180: the River Tees, in the Borough of Redcar and Cleveland. A plan of
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:181: hectares) to the south of the River Tees, in the Borough of Redcar STDC to develop the wider Teesworks site and has been working
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:189: means that the long-bored tunnel option across the River Tees direct
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:189: Network across the River Tees to the PCC site. The Applicants
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:195: north of the River Tees only applies to Work No. 6. The land
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:195: the River Tees.
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:195: corridor on the north and south sides of the River Tees since August
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:196: network crossing over the River Tees. As part of the acceptance of
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:221: new bored tunnel beneath the River Tees and below ground to the
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:241: 4.24 Part 3 (16) – The MMO note that currently no 4.24 The Applicants will change reference to “the river” to the “River Tees”.
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:244: Deemed Marine Licence (under Article 35 of the Marine underneath the River Tees by horizontal directional drilling techniques
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:246: developments would occur concurrently or consecutively, development activities in the River Tees. Therefore, the potential for
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:247: mouth of the River Tees and will be very short in duration and temporary.
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:249: ‘piling works will no longer take place in the River Tees
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:249: using the River Tees’. However, the Applicant also suggests
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:249: create an acoustic barrier in the River Tees thus, not
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:249: the River Tees”. The MMO have concerns that
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:250: behavioural responses, injury and mortality in fish. to result in a temporary acoustic barrier in the River Tees. Behavioural
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:250: and width of the River Tees where the proposed drilling of Breakwater may act as an acoustic shield to underwater sound which
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:250: it is suggested that preparatory dredging works are no of the mouth of the River Tees. This is in a worst-case scenario where the
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:251: the commence of works. The MMO note that dredging away from the mouth of the River Tees and will be very short in duration and
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:251: 6.3.8 The MMO note that the river Tees crossing works are In response to paragraph 6.3.8 of RR-0039, The HDD crossing of the Tees
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:251: misinterpreted as a general statement which is inaccurate. avoidance behaviour), would be travelling further north into the River Tees,
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:253: and CO2 export pipeline across the River Tees. The MMO
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:254: requirement to abstract water from the River Tees as
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:256: are proposed within the River Tees and Estuary with
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:257: will add additional pressure in the river Tees channel and
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:258: consented stage within the River Tees (as per list above), it
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:262: 3. Navigation on the River Tees. access restrictions.
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:262: in the River Tees. The Applicants use of the River Tees will be limited
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:268: 3. Navigation on the River Tees. 3. The Applicants will not require construction or operation activities
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:268: in the River Tees. The Applicants use of the River Tees will be limited
EN010103-001234-NZT - Regulation 32 Transboundary Screening (12).pdf:2: south bank of the River Tees estuary. The SSI site was
EN010103-001234-NZT - Regulation 32 Transboundary Screening (12).pdf:2: gathering pipe network would cross the River Tees. The water
EN010103-001234-NZT - Regulation 32 Transboundary Screening (12).pdf:4: removal of the requirement for water abstraction from the River Tees; and
EN010103-001234-NZT - Regulation 32 Transboundary Screening (12).pdf:6: port, and the Redcar Bulk Terminal on the River Tees. The Applicant has undertaken a
EN010103-002067-NZT DCO 8.4 - Marine Management Organisation SoCG (Tracked) August 2022 (D6).pdf:6: the tidal River Tees), a high-pressure carbon
EN010103-002067-NZT DCO 8.4 - Marine Management Organisation SoCG (Tracked) August 2022 (D6).pdf:9: Tees, including crossings beneath the River Tees.
EN010103-002067-NZT DCO 8.4 - Marine Management Organisation SoCG (Tracked) August 2022 (D6).pdf:18: Fish impingement or marine from the River Tees as cooling water (which will instead be
EN010103-002067-NZT DCO 8.4 - Marine Management Organisation SoCG (Tracked) August 2022 (D6).pdf:23: plants etc. around Teesside to gather CO2; the location of the confirmed River Tees
EN010103-002067-NZT DCO 8.4 - Marine Management Organisation SoCG (Tracked) August 2022 (D6).pdf:23: • Water connection corridor (intake) which would abstract water from the River Tees for
EN010103-002067-NZT DCO 8.4 - Marine Management Organisation SoCG (Tracked) August 2022 (D6).pdf:23: was a very large volume of sedimentology data in the River Tees from other projects and
EN010103-002067-NZT DCO 8.4 - Marine Management Organisation SoCG (Tracked) August 2022 (D6).pdf:26: Any Other around the Tees Bay approaches (near the windfarm) and in the area of the River Tees
EN010103-002067-NZT DCO 8.4 - Marine Management Organisation SoCG (Tracked) August 2022 (D6).pdf:51: the proposed footprint within the River Tees, which
EN010103-000005-EN010103_Scoping Report.pdf:7: (SSI) steel works site on the southern bank of the River Tees estuary. The proposed
EN010103-000005-EN010103_Scoping Report.pdf:15: Terminal, on the south bank of the River Tees. The Main Site, together with the
EN010103-000005-EN010103_Scoping Report.pdf:15: network are intended to cross the River Tees to land within the administrative
EN010103-000005-EN010103_Scoping Report.pdf:16: south of the River Tees. Where the Gas Connection Corridor and CO2 Gathering
EN010103-000005-EN010103_Scoping Report.pdf:16: Network Corridors are north of the River Tees, this land is within the jurisdiction of
EN010103-000005-EN010103_Scoping Report.pdf:17: of land to the south of the River Tees, within RCBC. It includes the former SSI
EN010103-000005-EN010103_Scoping Report.pdf:17: the River Tees.
EN010103-000005-EN010103_Scoping Report.pdf:17:2.20 On the north bank of the River Tees, and west of the SSI site, similar industrial
EN010103-000005-EN010103_Scoping Report.pdf:19: ─ The River Tees is approximately 1.6 km to the west of the Main Site. The
EN010103-000005-EN010103_Scoping Report.pdf:19: River Tees is tidal at the location, with the normal tidal limit approximately
EN010103-000005-EN010103_Scoping Report.pdf:19: The Dabholm Gut flows to the River Tees approximately 0.8 km
EN010103-000005-EN010103_Scoping Report.pdf:19: complexes along the banks of the River Tees.
EN010103-000005-EN010103_Scoping Report.pdf:20: industrial areas of the north and south banks of the River Tees. The corridors are
EN010103-000005-EN010103_Scoping Report.pdf:20: ─ The Gas Connection corridors cross the River Tees to the south of
EN010103-000005-EN010103_Scoping Report.pdf:20: complexes along the banks of the River Tees.
EN010103-000005-EN010103_Scoping Report.pdf:22: complexes along the banks of the River Tees.
EN010103-000005-EN010103_Scoping Report.pdf:22: Springs level and the River Tees;
EN010103-000005-EN010103_Scoping Report.pdf:22: complexes along the banks of the River Tees.
EN010103-000005-EN010103_Scoping Report.pdf:23: complexes along the banks of the River Tees.
EN010103-000005-EN010103_Scoping Report.pdf:24: complexes along the banks of the River Tees.
EN010103-000005-EN010103_Scoping Report.pdf:28: to the north of the River Tees, approximately 3.7 km west of the SSI site. An Above
EN010103-000005-EN010103_Scoping Report.pdf:29: abstraction licence for cooling water from the River Tees.
EN010103-000005-EN010103_Scoping Report.pdf:29: the River Tees, following suitable pre-treatment, and/ or may be provided from the
EN010103-000005-EN010103_Scoping Report.pdf:29: otherwise discharge to the River Tees) to the Main Site. This, as above, is the
EN010103-000005-EN010103_Scoping Report.pdf:40: emissions from the industrial complexes located along the River Tees. The monitor
EN010103-000005-EN010103_Scoping Report.pdf:43:6.28 The River Tees is approximately 1.6 km to the west of the indicative DCO site
EN010103-000005-EN010103_Scoping Report.pdf:43: boundary, with the North Sea approximately 0.6 km to the north. The River Tees is
EN010103-000005-EN010103_Scoping Report.pdf:43: Dabholm Gut flows to the River Tees approximately 0.8 km south of the indicative
EN010103-000005-EN010103_Scoping Report.pdf:44: north of the Dabholm Gut and west (i.e. on the south bank) of the River Tees.
EN010103-000005-EN010103_Scoping Report.pdf:44: Given the tidal nature of the River Tees in this location, the application for a DCO
EN010103-000005-EN010103_Scoping Report.pdf:44: utilities tunnels beneath the River Tees, subject to consultation and
EN010103-000005-EN010103_Scoping Report.pdf:44: ─ potential impacts relating to the abstraction of water from the River Tees
EN010103-000005-EN010103_Scoping Report.pdf:53: River Tees and/ or the North Sea (as appropriate) due to construction works at the
EN010103-000005-EN010103_Scoping Report.pdf:56: dominated by the meandering lower reaches of the River Tees and its tributaries, with
EN010103-000005-EN010103_Scoping Report.pdf:56: along the banks of the River Tees however, the RCBC ‘Landscape Character
EN010103-000005-EN010103_Scoping Report.pdf:62: the south bank of the River Tees within the PD Ports Teesport landholding.
EN010103-002441-DLA Piper UK LLP - Other- Protective provisions position statement requested by ExA.pdf:9: Save for the Crown Land comprised in the two tunnels under the River Tees (but it should be noted that Sembcorp controls the Infrastructure
EN010103-002441-DLA Piper UK LLP - Other- Protective provisions position statement requested by ExA.pdf:9: and space within those two tunnels under the River Tees) and working with North Tees Group in relation to the section through
EN010103-002198-Report on the Implications for European Sites (RIES).pdf:12: • changes to the means of crossing the River Tees including changes
EN010103-002198-Report on the Implications for European Sites (RIES).pdf:13: • removal of option 2 (crossing of River Tees by HDD) for the CO2
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:6: Middlesbrough, where the River Tees meets the North Sea. The Proposed
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:12: porpoise are known to regularly forage within the lower stretches of the River Tees
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:41: part of the River Tees), will also involve construction or decommissioning activities
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:43:4.2.31 The CO2 Gathering Network pipeline needs to cross the River Tees, either in the
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:43: existing Sembcorp No. 2 Tunnel, or alternatively in a HDD bore. The River Tees is
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:43:4.2.31 The CO2 Gathering Network Pipeline will cross the River Tees in the existing
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:43: construction through the River Tees in order to install this aspect of the Proposed
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:44: on the western side of the River Tees, supports a breeding colony of harbour seal.
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:46:4.2.44 The crossing of the CO2 pipeline under the River Tees will also involve working below
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:47:4.2.44 Since the CO2 Gathering Network Pipeline will cross the River Tees in the existing
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:47: through the River Tees in order to install this aspect of the Proposed Development
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:47: section across the River Tees, it is concluded that there is no linking impact pathway
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:53:4.3.16 The CCGT unit will be cooled with water abstracted from the River Tees as a worst-
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:60: Seal Sands Industrial Estate, before crossing the River Tees and reaching the PCC Site.
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:60: Therefore, relatively narrow bands of Saltholme Reservoir and the River Tees would
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:61: Table 6.2 above can equally be applied to the HDD crossing the River Tees. This
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:61: Terminals on the west side of the River Tees. Applying the existing noise model and
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:61: Network Pipeline will cross the River Tees in the existing Sembcorp No.2 Tunnel
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:69: Cleveland Coast SPA / Ramsar, including the River Tees, ditches, ponds in the
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:69:6.1.446.1.45 Given the Proposed Development’s proximity to the River Tees and its
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:78: Plan Document (DPD) contains the a) to the south of the River Tees - the land located around Teesport, Smiths Dock
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:78: management of waste. It consists of b) to the north of the River Tees - the land located around the Graythorp and
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:78: DPD and the Mineral and Waste c) to the north of the River Tees - the land located around the Port Clarence,
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:80: transport proposals (such as to secure an additional strategic road crossing of the River Tees). No
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:80: Proposed Development directly adjacent to the River Tees. It follows that the main relevant
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:97: g. Paragraph 4.2.30 and 4.2.31 discuss the construction of the gas pipeline below the River Tees in relation to the foraging terns and the CO2 export pipeline
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:109: arise due to the drilling of the CO2 gathering network below the River Tees as this will not be in the water column.
EN010103-001234-NZT - Regulation 32 Transboundary Screening (1).pdf:2: south bank of the River Tees estuary. The SSI site was
EN010103-001234-NZT - Regulation 32 Transboundary Screening (1).pdf:2: gathering pipe network would cross the River Tees. The water
EN010103-001234-NZT - Regulation 32 Transboundary Screening (1).pdf:4: removal of the requirement for water abstraction from the River Tees; and
EN010103-001234-NZT - Regulation 32 Transboundary Screening (1).pdf:6: port, and the Redcar Bulk Terminal on the River Tees. The Applicant has undertaken a
EN010103-000874-NZT DCO 4.11.10 CO2 Gathering Network Plans Sheet 10.pdf:1: CGC26 - RIVER TEES
EN010103-002503-NZT DCO 6.5 - ES Guide - Nov 2022 (D12).pdf:5: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-002503-NZT DCO 6.5 - ES Guide - Nov 2022 (D12).pdf:8: crossing of the River Tees closer to
EN010103-002503-NZT DCO 6.5 - ES Guide - Nov 2022 (D12).pdf:9: crossing of the River Tees near Bran
EN010103-000817-NZT DCO - Section_55_Checklist (19.07.21).pdf:14: tidal River Tees); a CO2 gathering and
EN010103-000817-NZT DCO - Section_55_Checklist (19.07.21).pdf:19: the River Tees into the administrative area of STBC. At this location the River Tees is
EN010103-001898-NZT DCO 8.12 - Northumbrian Water Ltd SoCG (Clean) July 2022 (D4).pdf:5: the tidal River Tees), a high-pressure carbon
EN010103-001898-NZT DCO 8.12 - Northumbrian Water Ltd SoCG (Clean) July 2022 (D4).pdf:7: River Tees) to collect and transport the captured CO2 from industrial emitters
EN010103-001898-NZT DCO 8.12 - Northumbrian Water Ltd SoCG (Clean) July 2022 (D4).pdf:8: crossings beneath the River Tees.
EN010103-001898-NZT DCO 8.12 - Northumbrian Water Ltd SoCG (Clean) July 2022 (D4).pdf:8:1.3.2 NWL apparatus is located both on the north bank of the River Tees, under the Tees
EN010103-001898-NZT DCO 8.12 - Northumbrian Water Ltd SoCG (Clean) July 2022 (D4).pdf:8: and also on the south bank of the River Tees. The Applicants’ DCO Order Limits
EN010103-002079-NZT DCO 1.2 - Application Guide - August 2022(D6).pdf:4: River Tees in the borough of Redcar and
EN010103-002079-NZT DCO 1.2 - Application Guide - August 2022(D6).pdf:8: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-002079-NZT DCO 1.2 - Application Guide - August 2022(D6).pdf:9: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-002079-NZT DCO 1.2 - Application Guide - August 2022(D6).pdf:9: Borough Council. At this location the River Tees is tidal. In addition, there are
EN010103-002079-NZT DCO 1.2 - Application Guide - August 2022(D6).pdf:11: Tees, including crossings beneath the River Tees.
EN010103-002079-NZT DCO 1.2 - Application Guide - August 2022(D6).pdf:11: River Tees, across the Tees to the PCC Site (Work No. 6).
EN010103-002079-NZT DCO 1.2 - Application Guide - August 2022(D6).pdf:11: The selection of the method of crossing the River Tees for the CO2 Gathering
EN010103-002325-NZT DCO 9.39 - Applicants' Response to ExA's RFI Oct 2022 (D9).pdf:6: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-000829-NZT DCO 5.4 - Design and Access Statement.pdf:4: South Bank of the River Tees on the North-East coast of the UK.
EN010103-000829-NZT DCO 5.4 - Design and Access Statement.pdf:4: the River Tees in the borough of Redcar and Cleveland.
EN010103-000829-NZT DCO 5.4 - Design and Access Statement.pdf:8: River Tees. The PCC Site until recently accommodated a number of large buildings
EN010103-000829-NZT DCO 5.4 - Design and Access Statement.pdf:9: largely involve existing and former industrial land either side of the River Tees,
EN010103-000829-NZT DCO 5.4 - Design and Access Statement.pdf:14: (with the exception of the gas and CO2 pipeline crossings of the River Tees and the
EN010103-000829-NZT DCO 5.4 - Design and Access Statement.pdf:15: gathering network) cross the River Tees into the administrative area of Stockton-
EN010103-000829-NZT DCO 5.4 - Design and Access Statement.pdf:15: on-Tees Borough Council. At this location, the River Tees is tidal. In addition,
EN010103-000829-NZT DCO 5.4 - Design and Access Statement.pdf:16: River Tees) to collect and transport the captured CO2 from industrial emitters
EN010103-000829-NZT DCO 5.4 - Design and Access Statement.pdf:16: on-Tees, including crossings beneath the River Tees.
EN010103-000829-NZT DCO 5.4 - Design and Access Statement.pdf:19: encompasses land on either side of the River Tees between Dormanstown and
EN010103-000829-NZT DCO 5.4 - Design and Access Statement.pdf:19: Corridor and the CO2 Gathering Network Corridor) cross the River Tees into the
EN010103-000829-NZT DCO 5.4 - Design and Access Statement.pdf:19: administrative area of STBC. As mentioned above, at this location the River Tees is
EN010103-000829-NZT DCO 5.4 - Design and Access Statement.pdf:20: development along the south bank of the River Tees from Middlesbrough up to
EN010103-000829-NZT DCO 5.4 - Design and Access Statement.pdf:20: operation. Opened in 1979 and located near the mouth of the River Tees, the
EN010103-000829-NZT DCO 5.4 - Design and Access Statement.pdf:23: west is the Redcar Bulk Terminal (‘RBT’) and the River Tees.
EN010103-000829-NZT DCO 5.4 - Design and Access Statement.pdf:24: of Seal Sands and east of Saltholme via a crossing of the River Tees,
EN010103-000829-NZT DCO 5.4 - Design and Access Statement.pdf:25: PCC Site to the south and the west, crossing the River Tees to Seal Sands and
EN010103-000829-NZT DCO 5.4 - Design and Access Statement.pdf:25: areas either side of the River Tees (to facilitate the pipeline crossings of the
EN010103-000829-NZT DCO 5.4 - Design and Access Statement.pdf:25: crossing of the River Tees. The Water Discharge Connection Corridor (replacement
EN010103-000829-NZT DCO 5.4 - Design and Access Statement.pdf:27: and the ConocoPhillips operated North Sea Terminal across the River Tees at Seal
EN010103-000829-NZT DCO 5.4 - Design and Access Statement.pdf:27: the Site across the River Tees in Stockton. These include an oil terminal and
EN010103-000829-NZT DCO 5.4 - Design and Access Statement.pdf:44: corridors, including the use of a shorter River Tees crossing for the Gas
EN010103-000829-NZT DCO 5.4 - Design and Access Statement.pdf:44: • Removal of the requirement to abstract water from the River Tees.
EN010103-000829-NZT DCO 5.4 - Design and Access Statement.pdf:47: of the River Tees, while the pipelines and cables will be for the most part installed
EN010103-000829-NZT DCO 5.4 - Design and Access Statement.pdf:64: including crossings beneath the River Tees.
EN010103-001157-NZT DCO 5.2 - Project Need Statement.pdf:4: River Tees in the borough of Redcar and
EN010103-001157-NZT DCO 5.2 - Project Need Statement.pdf:11: exception of the gas and CO2 pipeline crossings of the River Tees and the water
EN010103-001157-NZT DCO 5.2 - Project Need Statement.pdf:12: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-001157-NZT DCO 5.2 - Project Need Statement.pdf:12: Borough Council. At this location, the River Tees is tidal. In addition, there are
EN010103-001157-NZT DCO 5.2 - Project Need Statement.pdf:13: a CO2 gathering network (including connections under the tidal River Tees) to
EN010103-001157-NZT DCO 5.2 - Project Need Statement.pdf:13: Stockton-on-Tees, including crossings beneath the River Tees.
EN010103-001609-Redcar and Clevland Council Local Impact Report.pdf:2: under the tidal River Tees); a combined cycle gas turbine (‘CCGT’) electricity
EN010103-002408-NZT DCO - 9.44 Written Summary of Oral Submissions for CAH3 - Oct 2022 (D11).pdf:5: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-001019-NZT DCO 6.4.4 ES Vol III Appendix 2A Transboundary Screening.pdf:3:use) and Geographical of the River Tees estuary. The SSI site was previously used for
EN010103-001019-NZT DCO 6.4.4 ES Vol III Appendix 2A Transboundary Screening.pdf:3: network would cross the River Tees. The water connection
EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:86:cement mixing and washing areas at least 10 metres from the River Tees or surface water drain to
EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:91: (i) the installation of a subsea pipeline underneath the River Tees using horizontal
EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:91: (ii) installation of a pipeline within an existing services tunnel beneath the River Tees.
EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:98:cement mixing and washing areas at least 10 metres from the River Tees or surface water drain to
EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:154: (b) the tunnel crossing the Order limits under the River Tees operated by Sembcorp; and
EN010103-002068-NZT DCO 8.5 - Environment Agency SoCG (Clean) August 2-22 (D6).pdf:5: the connections under the tidal River Tees), a high-
EN010103-002068-NZT DCO 8.5 - Environment Agency SoCG (Clean) August 2-22 (D6).pdf:7: Work No. 6 – a CO2 gathering network (including connections under the tidal River Tees)
EN010103-002068-NZT DCO 8.5 - Environment Agency SoCG (Clean) August 2-22 (D6).pdf:8: Redcar and Stockton-on-Tees, including crossings beneath the River Tees.
EN010103-001725-DLA Piper UK LLP - Responses to the ExA’s ExQ1 1.pdf:10: tunnel beneath the River Tees and the Sembcorp
EN010103-001725-DLA Piper UK LLP - Responses to the ExA’s ExQ1 1.pdf:18: using the No 2 Tunnel beneath the River Tees for
EN010103-001725-DLA Piper UK LLP - Responses to the ExA’s ExQ1 1.pdf:21: Ltd Gathering Network south of the River Tees. Figure land ownership if needed to access the Teesworks /
EN010103-002055-NZT DCO 5.5 Electricity Grid Connection Statement (Tracked) August 2022 (D6).pdf:7: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-002055-NZT DCO 5.5 Electricity Grid Connection Statement (Tracked) August 2022 (D6).pdf:8: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-002055-NZT DCO 5.5 Electricity Grid Connection Statement (Tracked) August 2022 (D6).pdf:8: Borough Council. At this location, the River Tees is tidal. In addition, there are
EN010103-002055-NZT DCO 5.5 Electricity Grid Connection Statement (Tracked) August 2022 (D6).pdf:9: • a CO2 gathering network (including connections under the tidal River Tees) to
EN010103-002055-NZT DCO 5.5 Electricity Grid Connection Statement (Tracked) August 2022 (D6).pdf:9: Stockton-on-Tees, including crossings beneath the River Tees.
EN010103-001330-NZT DCO 7.6 - Consultation Statement Proposed Changes - Apr 2022_Redacted.pdf:33:The Chief Executive River Tees Port Health Authority Belmont House
EN010103-001330-NZT DCO 7.6 - Consultation Statement Proposed Changes - Apr 2022_Redacted.pdf:52: • the CO2 Gathering Network route from the north of the River Tees and
EN010103-001330-NZT DCO 7.6 - Consultation Statement Proposed Changes - Apr 2022_Redacted.pdf:52: across the River Tees to the Power Capture and Compression (PCC)
EN010103-001330-NZT DCO 7.6 - Consultation Statement Proposed Changes - Apr 2022_Redacted.pdf:56: • on the south bank of the River Tees, in between the Tees and the PCC
EN010103-001330-NZT DCO 7.6 - Consultation Statement Proposed Changes - Apr 2022_Redacted.pdf:57: the River Tees that is located within the existing corridor for the CO2
EN010103-001330-NZT DCO 7.6 - Consultation Statement Proposed Changes - Apr 2022_Redacted.pdf:59: HDD across the River Tees. These have taken into account landowner,
EN010103-001330-NZT DCO 7.6 - Consultation Statement Proposed Changes - Apr 2022_Redacted.pdf:59: for the HDD now needs to be on the south side of the River Tees on land
EN010103-001330-NZT DCO 7.6 - Consultation Statement Proposed Changes - Apr 2022_Redacted.pdf:197:Changes in Options – River Tees Crossing
EN010103-002076-NZT DCO 9.30 - ISH 4 Action 9 Contaminated Land Timeline August 2022 (D6).pdf:6: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:310: west of River Tees, Stockton- RM20 3ED RM20 3ED
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:401: Redcar, other than interests One Chapel Place (in respect of River Tees)
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:401: (in respect of River Tees) (in respect of gas pipeline)
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:402: Trunk Road, Redcar, other One Chapel Place (in respect of River Tees)
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:402: (in respect of River Tees) (Org No. - 00358535)
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:405: Redcar, other than interests One Chapel Place (in respect of River Tees) (Org No. - 7251600)
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:405: (in respect of River Tees)
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:405: Trunk Road, Redcar, other One Chapel Place SW3 3TY (in respect of River Tees) (Org No. - 7251600)
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:406: (in respect of River Tees)
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:406: Redcar, other than interests One Chapel Place (in respect of River Tees) (Org No. - 7251600)
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:406: (in respect of River Tees)
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:406: River Tees, Redcar TS2 1AH Newcastle Upon Tyne 32 Gallowgate EC2N 4AA
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:407: River Tees, Redcar Newcastle Upon Tyne Newcastle Upon Tyne EC1N 6RA
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:408: of River Tees, Redcar Wilton International BS1 5AH EC1N 6RA
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:411: of River Tees, Redcar Wilton International BS1 5AH EC1N 6RA
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:415: metres of river (River Tees), Ports Limited Horizon House Limited
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:415: EC1N 6RA (in respect of River Tees) 2 Tallis Street
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:415: (in respect of River Tees) M50 1DT
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:430: west of A1085, Trunk Road, EC1N 6RA (in respect of River Tees) 2 Tallis Street
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:430: (in respect of River Tees) M50 1DT
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:430: (River Tees) west of A1085, 17 Charterhouse Street 11-12 St James's Square C/O: Legalinx Limited
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:886: and pipelines west of River Tees, Royal College Hill
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:898: hardstanding east of River Tees, Teesdale Business Park
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:1168: private road west of River Tees, Stockton- Wexham Road
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:1170: private road west of River Tees, Stockton- Wexham Road
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:1173: private road west of River Tees, Stockton- Wexham Road
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:1174: private road west of River Tees, Stockton- Wexham Road
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:1221: of River Tees, Stockton-on-Tees Royal College Hill
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:1272: grassland and pipeline west of River Tees, (trading as Lianhetech Seal Sands)
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:1272: river (River Tees), bed and banks thereof 1 Wellheads Avenue
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:1273: river (River Tees), bed and banks thereof The Akzonobel Building
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:1275: River Tees, Redcar Teesdale Business Park
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:1284: river (River Tees), bed and banks thereof, The Akzonobel Building
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:1285: banks of river (River Tees) west of A1085, Suite 1, 3rd Floor
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:1300: east of River Tees, Redcar Newcastle Upon Tyne
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:1451: metres of river (River Tees), bed and Crown
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:1451: (in respect of River Tees)
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:1451: metres of river (River Tees), bed and Crown
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:1451: (in respect of River Tees)
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:1451: metres of river (River Tees), bed and Crown
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:1452: (in respect of River Tees)
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:1452: metres of river (River Tees), bed and Crown Anchor House
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:1452: (in respect of River Tees)
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:1452: metres of river (River Tees), and bed Crown
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:1453: (in respect of River Tees)
EN010103-002413-NZT DCO 5.10 - Other Consents and Licences - Oct 2022 D11 (Clean).pdf:7: gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-002413-NZT DCO 5.10 - Other Consents and Licences - Oct 2022 D11 (Clean).pdf:8: System for gas and the CO2 gathering network) cross the River Tees into
EN010103-002413-NZT DCO 5.10 - Other Consents and Licences - Oct 2022 D11 (Clean).pdf:8: location, the River Tees is tidal. In addition, there are elements of the Site
EN010103-002413-NZT DCO 5.10 - Other Consents and Licences - Oct 2022 D11 (Clean).pdf:9: tidal River Tees) to collect and transport the captured CO2 from
EN010103-002413-NZT DCO 5.10 - Other Consents and Licences - Oct 2022 D11 (Clean).pdf:10: including crossings beneath the River Tees.
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:5: Middlesbrough, where the River Tees meets the North Sea. The Proposed
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:11: porpoise are known to regularly forage within the lower stretches of the River Tees
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:40: part of the River Tees), will also involve construction or decommissioning activities
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:41: of a gas pipeline under the River Tees, which is also part of the SPA / Ramsar; the
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:41: pipeline will also needs to cross the River Tees, either in the micro-bored existing
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:41: The River Tees is included in the SPA / Ramsar purely due to its function as foraging
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:42: side of the River Tees, supports a breeding colony of harbour seal. Furthermore, the
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:44:4.2.44 The crossing of the gas and CO2 pipelines under the River Tees will also involve
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:45: gas connection corridor that crosses the River Tees opposite Seal Sands.
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:50:4.3.16 The CCGT unit will be cooled with water abstracted from the River Tees as a worst-
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:58: Seal Sands Industrial Estate, before crossing the River Tees and reaching the PCC Site.
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:58: Saltholme Reservoir and the River Tees would be temporarily subjected to noise
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:59: Table 6.2 above can equally be applied to the HDD crossing the River Tees. This
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:59: Terminals on the west side of the River Tees. Applying the existing noise model and
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:64: to the proximity of the Proposed Development to Coatham Sands and the River Tees,
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:65: Cleveland Coast SPA / Ramsar, including the River Tees, ditches, ponds in the
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:65:6.1.416.1.45 Given the Proposed Development’s proximity to the River Tees and its
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:72: Plan Document (DPD) contains the a) to the south of the River Tees - the land located around Teesport, Smiths Dock
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:72: management of waste. It consists of b) to the north of the River Tees - the land located around the Graythorp and
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:72: DPD and the Mineral and Waste c) to the north of the River Tees - the land located around the Port Clarence,
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:74: proposals (such as to secure an additional strategic road crossing of the River Tees). No potential
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:75: Proposed Development directly adjacent to the River Tees. It follows that the main relevant
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:90: g. Paragraph 4.2.30 and 4.2.31 discuss the construction of the gas pipeline below the River Tees in relation to the foraging terns and the CO2 export pipeline
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:102: arise due to the drilling of the CO2 gathering network below the River Tees as this will not be in the water column.
EN010103-001855-8.36 - Statement of Commonality - June 2022(D3).pdf:5: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-001172-EN010103 - The ‘Net Zero Teesside Project’ - Final Section 55 Checklist.pdf:20: ▪ The proposed gas pipeline and CO2 pipeline under the River Tees are described as being located under bedrock below the Teesmouth and
EN010103-001980-NZT DCO 8.2 - STBC SoCG - August 2022(D5) - Clean.pdf:6: River Tees) to collect and transport the captured CO2 from industrial emitters
EN010103-001980-NZT DCO 8.2 - STBC SoCG - August 2022(D5) - Clean.pdf:6: including crossings beneath the River Tees.
EN010103-001980-NZT DCO 8.2 - STBC SoCG - August 2022(D5) - Clean.pdf:6: administrative boundary on the southern side of the River Tees, some parts of the
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:6: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:16: Gathering Network crossing the River Tees is the construction of the pipeline
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:29: to the south of the River Tees, in the Borough of Redcar and Cleveland, now
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:44: developments in the River Tees, there is considered to be no risk of a
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:44: to result in a temporary acoustic barrier in the River Tees that would impede
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:48: traffic considering that the navigational channel of the River Tees is nearby.
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:51: away from the mouth of the River Tees and will be very short in duration and
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:51: north into the River Tees, away from the area of dredging and potential Zone of
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:97: the River Tees will be considered. Agency at a meeting on 22nd April 2022) will be provided at Deadline
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:117: connections under the tidal River Tees);
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:122: You may wish to answer this question in conjunction with question BIO1.1.24. and MLWS, and parts of Tees Bay and the tidal River Tees.
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:130: Gathering Network south of the River Tees. Figure 16-2 APP-173 also shows purposes of access to facilitate the construction and operation of the project.
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:147: peak waters for tidal Tees area for a number of scenarios to inform the FRA. water levels for the tidal River Tees, as provided by the EA and replicated below.
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:148: As the tidal water level does not vary significantly along the tidal River Tees the
EN010103-001130-NZT DCO 6.4.41 ES Vol III Appendix 17C Potential Viewpoints.pdf:4: north of the River Tees are visible with South Gare detectable beyond.
EN010103-001130-NZT DCO 6.4.41 ES Vol III Appendix 17C Potential Viewpoints.pdf:4: Park Users visible in the background view beyond the River Tees.
EN010103-001130-NZT DCO 6.4.41 ES Vol III Appendix 17C Potential Viewpoints.pdf:5: Haverton Hill with warehouses on the left. The industry lining the River Tees and Eston Hills
EN010103-001130-NZT DCO 6.4.41 ES Vol III Appendix 17C Potential Viewpoints.pdf:6:Q - Vulcan Street Road Users, 449978, 521077 View north from Vulcan Street to the River Tees. Port Clarence can be seen
EN010103-001130-NZT DCO 6.4.41 ES Vol III Appendix 17C Potential Viewpoints.pdf:6: Pedestrians through opening of a boundary wall allowing for views across the River Tees.
EN010103-001130-NZT DCO 6.4.41 ES Vol III Appendix 17C Potential Viewpoints.pdf:7: Lane associated with industry lining the south side of the River Tees are visible in
EN010103-001130-NZT DCO 6.4.41 ES Vol III Appendix 17C Potential Viewpoints.pdf:10: Woodland form the mid ground. The River Tees is visible towards the background of the
EN010103-001147-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 3.pdf:12: Low and High Tides for River Tees Mouth.
EN010103-002179-NZT DCO 8.30 - NTG SoCG - Sept 2022(D7) (Tracked).pdf:5: the tidal River Tees), a high-pressure carbon
EN010103-001186-NZT DCO 5.8 Combined Heat and Power Assessment - Reprovided(2).pdf:7: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-001186-NZT DCO 5.8 Combined Heat and Power Assessment - Reprovided(2).pdf:8: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-001186-NZT DCO 5.8 Combined Heat and Power Assessment - Reprovided(2).pdf:8: Borough Council. At this location, the River Tees is tidal. In addition, there are
EN010103-001186-NZT DCO 5.8 Combined Heat and Power Assessment - Reprovided(2).pdf:8: a CO2 gathering network (including connections under the tidal River Tees) to
EN010103-001186-NZT DCO 5.8 Combined Heat and Power Assessment - Reprovided(2).pdf:9: Stockton-on-Tees, including crossings beneath the River Tees.
EN010103-002529-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Nov 2022 (D12).pdf:9: and CO2 pipeline crossings of the River Tees and the water outfall from the Electricity
EN010103-002529-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Nov 2022 (D12).pdf:9: cross the River Tees into the administrative area of Stockton-on-Tees Borough Council. At
EN010103-002529-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Nov 2022 (D12).pdf:9: this location, the River Tees is tidal. In addition, there are elements of the Site which extend
EN010103-002529-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Nov 2022 (D12).pdf:10: • a CO2 gathering network (including connections under the tidal River Tees) to collect
EN010103-002529-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Nov 2022 (D12).pdf:10: including crossings beneath the River Tees.
EN010103-002529-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Nov 2022 (D12).pdf:12: to transport the captured CO2 (including the connections under the tidal River Tees).
EN010103-002529-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Nov 2022 (D12).pdf:12: transport the captured CO2 (including the connections under the tidal River Tees).
EN010103-002529-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Nov 2022 (D12).pdf:20: harbour authority on the River Tees;
EN010103-002529-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Nov 2022 (D12).pdf:35: to the Crown Estate land within the Order land (under the River Tees and within Tees Bay).
EN010103-002529-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Nov 2022 (D12).pdf:38: Sembcorp Gas Pipeline under the River Tees to Bran Sands and then via a new 24“
EN010103-002529-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Nov 2022 (D12).pdf:39: Pipeline runs through the existing Seal Sands utility corridor and crosses the river Tees
EN010103-002529-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Nov 2022 (D12).pdf:40: under the River Tees before entering the PCC Site for high pressure (HP) compression.
EN010103-002529-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Nov 2022 (D12).pdf:40: 3.8.23. 3.8.24.The routeing of the CO2 Gathering Network across the River Tees will be by
EN010103-002529-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Nov 2022 (D12).pdf:51: of the River Tees by being installed in the existing Sembcorp No. 2 Tunnel. The Sembcorp
EN010103-002529-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Nov 2022 (D12).pdf:54: captured CO2 (including the connections under the tidal River Tees);
EN010103-001025-NZT DCO 6.4.9 ES Vol III Appendix 9A Flood Risk Assessment Part 2.pdf:2:River Tees - data taken from the 2011 Tidal Tees Integrated Flood Risk Modelling Study and 2015
EN010103-000870-NZT DCO 4.11.6 CO2 Gathering Network Plans Sheet 6.pdf:1: CGC23 - RIVER TEES
EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:17: Receiving Water: The River Tees-Saline Estuary
EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:17: Receiving Water: The River Tees-Saline Estuary
EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:33: Location: River Tees - Tidal Section - Billingham
EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:33: Location: River Tees - Tidal Section - Billingham
EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:34: Location: River Tees (Tidal Section) - Billingham
EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:43: Watercourse Name: River Tees
EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:77: 202 Name: Billingham Beck From Brierley Beck To River Tees Nvz A10NW 0 4 447175
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:87:cement mixing and washing areas at least 10 metres from the River Tees or surface water drain to
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:92: (i) the installation of a subsea pipeline underneath the River Tees using horizontal
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:92: (ii) installation of a pipeline within an existing services tunnel beneath the River Tees.
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:99:cement mixing and washing areas at least 10 metres from the River Tees or surface water drain to
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:155: under the River Tees (together with associated headhouses) operated by Sembcorp; and
EN010103-000872-NZT DCO 4.11.8 CO2 Gathering Network Plans Sheet 8.pdf:1: CGC23 - RIVER TEES CROSSING - MICRO-BORED PIPEBRIDGE (EXISTING) G
EN010103-002522-NZT DCO 9.49 - Response to ISH6 actions Nov22(D12).pdf:6: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-001159-NZT DCO 5.7 - Carbon Capture Readiness Assessment.pdf:9: (with the exception of the gas and CO2 pipeline crossings of the River Tees and the
EN010103-001159-NZT DCO 5.7 - Carbon Capture Readiness Assessment.pdf:10: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-001159-NZT DCO 5.7 - Carbon Capture Readiness Assessment.pdf:10: Borough Council. At this location, the River Tees is tidal. In addition, there are
EN010103-001159-NZT DCO 5.7 - Carbon Capture Readiness Assessment.pdf:10: a CO2 gathering network (including connections under the tidal River Tees) to
EN010103-001159-NZT DCO 5.7 - Carbon Capture Readiness Assessment.pdf:11: Stockton-on-Tees, including crossings beneath the River Tees.
EN010103-001159-NZT DCO 5.7 - Carbon Capture Readiness Assessment.pdf:18: the south of the River Tees (South Bank and Dormanstown Wards) and in Stockton-
EN010103-001159-NZT DCO 5.7 - Carbon Capture Readiness Assessment.pdf:18: on-Tees Borough Council (STBC) to the north of the River Tees (Billingham South
EN010103-001159-NZT DCO 5.7 - Carbon Capture Readiness Assessment.pdf:18: concentration of industrial land uses around the mouth of the River Tees. The power
EN010103-000828-NZT DCO 2.2 - Explanatory Memorandum.pdf:5: the tidal River Tees), a high-pressure carbon
EN010103-000828-NZT DCO 2.2 - Explanatory Memorandum.pdf:9: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-000828-NZT DCO 2.2 - Explanatory Memorandum.pdf:10: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-000828-NZT DCO 2.2 - Explanatory Memorandum.pdf:10: Borough Council. At this location, the River Tees is tidal. In addition, there are
EN010103-000828-NZT DCO 2.2 - Explanatory Memorandum.pdf:11: • a CO2 gathering network (including connections under the tidal River Tees) to
EN010103-000828-NZT DCO 2.2 - Explanatory Memorandum.pdf:11: Stockton-on-Tees, including crossings beneath the River Tees.
EN010103-000828-NZT DCO 2.2 - Explanatory Memorandum.pdf:13: River Tees). Other than this, no Work Nos. in the Order include any CO2 pipeline
EN010103-000828-NZT DCO 2.2 - Explanatory Memorandum.pdf:22: Limited as the statutory harbour authority on the River Tees;
EN010103-000828-NZT DCO 2.2 - Explanatory Memorandum.pdf:39: relation to the Crown Estate land within the Order land (under the River Tees and
EN010103-000828-NZT DCO 2.2 - Explanatory Memorandum.pdf:43: pipeline crosses the river Tees and lands on the north bank of Dabholm Gut and
EN010103-000828-NZT DCO 2.2 - Explanatory Memorandum.pdf:44: area and cross under the River Tees before entering the PCC Site for high pressure
EN010103-000828-NZT DCO 2.2 - Explanatory Memorandum.pdf:45:3.8.24 The routeing of the CO2 gathering network across the River Tees will be either:
EN010103-000828-NZT DCO 2.2 - Explanatory Memorandum.pdf:45: gathering network from the north bank of the River Tees to the PCC Site. This will
EN010103-000828-NZT DCO 2.2 - Explanatory Memorandum.pdf:45: either cross the River Tees via the tunnel or, if this option is not used, using an
EN010103-000828-NZT DCO 2.2 - Explanatory Memorandum.pdf:45: existing services tunnel beneath the River Tees.
EN010103-000828-NZT DCO 2.2 - Explanatory Memorandum.pdf:55: to construct a micro-bored tunnel under the tidal part of the River Tees as part of
EN010103-002411-NZT DCO 1.2 - Application Guide - Oct 2022 (D11).pdf:3: south of the River Tees in the borough of Redcar and Cleveland.
EN010103-002411-NZT DCO 1.2 - Application Guide - Oct 2022 (D11).pdf:7: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-002411-NZT DCO 1.2 - Application Guide - Oct 2022 (D11).pdf:8: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-002411-NZT DCO 1.2 - Application Guide - Oct 2022 (D11).pdf:8: Borough Council. At this location the River Tees is tidal. In addition, there are
EN010103-002411-NZT DCO 1.2 - Application Guide - Oct 2022 (D11).pdf:10: Tees, including crossings beneath the River Tees.
EN010103-002411-NZT DCO 1.2 - Application Guide - Oct 2022 (D11).pdf:10: River Tees, across the Tees to the PCC Site (Work No. 6).
EN010103-002411-NZT DCO 1.2 - Application Guide - Oct 2022 (D11).pdf:10: The selection of the method of crossing the River Tees for the CO2 Gathering
EN010103-001593-NZT DCO 8.12 - Northumbrian Water Ltd SoCG - May 2022.pdf:6:1.2.2 NWL apparatus is located both on the north bank of the River Tees, under the Tees
EN010103-001593-NZT DCO 8.12 - Northumbrian Water Ltd SoCG - May 2022.pdf:6: and also on the south bank of the River Tees. The Applicants’ DCO Order Limits
EN010103-002060-NZT DCO 7.11.1 Second Environmental Statement Addendum - Volume I August 2022 (D6).pdf:10: Network across the River Tees will be Network across the River Tees will
EN010103-002060-NZT DCO 7.11.1 Second Environmental Statement Addendum - Volume I August 2022 (D6).pdf:11: will need to cross the River Tees using will cross the River Tees using the
EN010103-002060-NZT DCO 7.11.1 Second Environmental Statement Addendum - Volume I August 2022 (D6).pdf:12:CGC24 454686, 524771 River Tees Tunnel Existing
EN010103-001910-NZT DCO 9.15 - Applicants' Responses to Deadline 3 Submissions July 2022 (D4).pdf:5: River Tees) to collect and transport the captured CO2 from industrial emitters
EN010103-001910-NZT DCO 9.15 - Applicants' Responses to Deadline 3 Submissions July 2022 (D4).pdf:6: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-001991-NZT DCO 9.23 - Written Summary of CAH2 - August 2022(D5).pdf:5: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-001991-NZT DCO 9.23 - Written Summary of CAH2 - August 2022(D5).pdf:37:The Chief River Tees Port Health Authority port.health@redcar-cleveland.gov.uk Post and
EN010103-001792-NZT DCO 2.1a - Schedule of Changes to the draft DCO - June 2022.pdf:12: development”, reference to “river” being replaced with “River Tees” and deletion of reference to
EN010103-002066-NZT DCO 8.4 - Marine Management Organisation SoCG (Clean) August 2022 (D6).pdf:5: the tidal River Tees), a high-pressure carbon
EN010103-002066-NZT DCO 8.4 - Marine Management Organisation SoCG (Clean) August 2022 (D6).pdf:9: Tees, including crossings beneath the River Tees.
EN010103-002066-NZT DCO 8.4 - Marine Management Organisation SoCG (Clean) August 2022 (D6).pdf:18: Fish impingement or marine from the River Tees as cooling water (which will instead be
EN010103-002066-NZT DCO 8.4 - Marine Management Organisation SoCG (Clean) August 2022 (D6).pdf:23: plants etc. around Teesside to gather CO2; the location of the confirmed River Tees
EN010103-002066-NZT DCO 8.4 - Marine Management Organisation SoCG (Clean) August 2022 (D6).pdf:23: • Water connection corridor (intake) which would abstract water from the River Tees for
EN010103-002066-NZT DCO 8.4 - Marine Management Organisation SoCG (Clean) August 2022 (D6).pdf:23: was a very large volume of sedimentology data in the River Tees from other projects and
EN010103-002066-NZT DCO 8.4 - Marine Management Organisation SoCG (Clean) August 2022 (D6).pdf:26: Any Other around the Tees Bay approaches (near the windfarm) and in the area of the River Tees
EN010103-002066-NZT DCO 8.4 - Marine Management Organisation SoCG (Clean) August 2022 (D6).pdf:51: the proposed footprint within the River Tees, which
EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf:6: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf:14: bore for the crossing of the River Tees between Navigator Terminals
EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf:21: should it be secured through a specific requirement in the DCO rather option across the River Tees. That being the case, this change will not be
EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf:75: River Tees. 12m tons per annum (dry weight). Associated is the intention that all works will be assume that construction of submitted
EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf:83: on the south bank of the River Tees. documentation, however this
EN010103-002624-DLA Piper UK LLP - Comments on any other information submitted at Deadline 12 2.pdf:3: limits under the River Tees (together with associated headhouses) operated by
EN010103-002070-NZT DCO 8.36 - Statement of Commonality - August 2022 (D6).pdf:5: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-001288-Redcar Bulk Terminal Limited.pdf:3:3. RBT is the operator of a deep-water marine terminal situated on the South Bank of the River Tees (“the
EN010103-002049-NZT DCO 3.2 - Statement of Reasons (Clean) August 2022 (D6).pdf:11: Gathering Network Corridor north of the River Tees are proposed via the
EN010103-002049-NZT DCO 3.2 - Statement of Reasons (Clean) August 2022 (D6).pdf:11: A1046, Haverton Hill Rd, and B1275, and south of the River Tees are proposed
EN010103-002049-NZT DCO 3.2 - Statement of Reasons (Clean) August 2022 (D6).pdf:12: and Cleveland Borough Council to the south of the River Tees (South Bank and
EN010103-002049-NZT DCO 3.2 - Statement of Reasons (Clean) August 2022 (D6).pdf:12: of the River Tees (Billingham South Ward). A portion of the Site to the south
EN010103-002049-NZT DCO 3.2 - Statement of Reasons (Clean) August 2022 (D6).pdf:13: corridors to the south and north of the River Tees:
EN010103-002049-NZT DCO 3.2 - Statement of Reasons (Clean) August 2022 (D6).pdf:13: of the River Tees to the PCC Site.
EN010103-002049-NZT DCO 3.2 - Statement of Reasons (Clean) August 2022 (D6).pdf:15: within the subsoil beneath the River Tees where the CO2 Gathering
EN010103-002049-NZT DCO 3.2 - Statement of Reasons (Clean) August 2022 (D6).pdf:15: the subsoil either side of the River Tees), and where the Water
EN010103-002049-NZT DCO 3.2 - Statement of Reasons (Clean) August 2022 (D6).pdf:23: crossings of the River Tees and the water outfall from the Electricity
EN010103-002049-NZT DCO 3.2 - Statement of Reasons (Clean) August 2022 (D6).pdf:24: the River Tees into the administrative area of STBC. At this location, the River
EN010103-002049-NZT DCO 3.2 - Statement of Reasons (Clean) August 2022 (D6).pdf:26: crossing beneath the River Tees.
EN010103-002049-NZT DCO 3.2 - Statement of Reasons (Clean) August 2022 (D6).pdf:31: Network Corridor north of the River Tees are proposed via the A1046,
EN010103-002049-NZT DCO 3.2 - Statement of Reasons (Clean) August 2022 (D6).pdf:31: Corridor and CO2 Gathering Network Corridor south of the River Tees are
EN010103-002049-NZT DCO 3.2 - Statement of Reasons (Clean) August 2022 (D6).pdf:33: the River Tees before entering the PCC Site for high pressure (HP)
EN010103-002049-NZT DCO 3.2 - Statement of Reasons (Clean) August 2022 (D6).pdf:34: • The routeing of the CO2 Gathering Network across the River Tees will
EN010103-002049-NZT DCO 3.2 - Statement of Reasons (Clean) August 2022 (D6).pdf:37: the south of the River Tees (South Bank and Dormanstown Wards) and in
EN010103-002049-NZT DCO 3.2 - Statement of Reasons (Clean) August 2022 (D6).pdf:37: STBC to the north of the River Tees (Billingham South Ward). A portion of the
EN010103-002049-NZT DCO 3.2 - Statement of Reasons (Clean) August 2022 (D6).pdf:38: south bank of the River Tees, to the south-east of the Redcar Bulk Terminal, in
EN010103-002049-NZT DCO 3.2 - Statement of Reasons (Clean) August 2022 (D6).pdf:39: corridors to the south and north of the River Tees:
EN010103-002049-NZT DCO 3.2 - Statement of Reasons (Clean) August 2022 (D6).pdf:39: the River Tees to the PCC Site.
EN010103-002049-NZT DCO 3.2 - Statement of Reasons (Clean) August 2022 (D6).pdf:39: PCC Site, on the south bank of the River Tees. Rail lines to and from the
EN010103-002049-NZT DCO 3.2 - Statement of Reasons (Clean) August 2022 (D6).pdf:39:4.1.15 The Site extends north and west across the River Tees through Seal Sands and
EN010103-002049-NZT DCO 3.2 - Statement of Reasons (Clean) August 2022 (D6).pdf:39: on towards Billingham. On the north bank of the River Tees industrial
EN010103-002049-NZT DCO 3.2 - Statement of Reasons (Clean) August 2022 (D6).pdf:40: the north of the River Tees will travel from the A19 via the A1046, A178 and
EN010103-002049-NZT DCO 3.2 - Statement of Reasons (Clean) August 2022 (D6).pdf:45: Network crosses the River Tees (and where apparatus remains deep in
EN010103-002049-NZT DCO 3.2 - Statement of Reasons (Clean) August 2022 (D6).pdf:45: the subsoil either side of the River Tees), and where the Water
EN010103-002049-NZT DCO 3.2 - Statement of Reasons (Clean) August 2022 (D6).pdf:51: former steelworks abstraction from the River Tees and its associated pipeline
EN010103-002049-NZT DCO 3.2 - Statement of Reasons (Clean) August 2022 (D6).pdf:64: under the tidal River Tees and also below MHWS within the North Sea). These
EN010103-002049-NZT DCO 3.2 - Statement of Reasons (Clean) August 2022 (D6).pdf:65: three main tidal rivers, including the River Tees.
EN010103-002049-NZT DCO 3.2 - Statement of Reasons (Clean) August 2022 (D6).pdf:74: • Plot 218 being land of river (River Tees), bed and banks thereof;
EN010103-001565-NZT DCO 8.23 - NPL Waste Management Ltd SoCG - May 2022.pdf:4: the tidal River Tees), a high-pressure carbon
EN010103-001526-NZT-ExQ1.pdf:51: the interaction between groundwater and the River Tees will be considered.
EN010103-001526-NZT-ExQ1.pdf:66: Anglo-American Woodsmith River Tees. Figure 16-2 APP-173 also shows that this would be the access for HGVs to and
EN010103-001988-NZT DCO 8.36 - Statement of Commonality - August 2022(D5).pdf:5: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-000064-S42 Letter.pdf:2:the exception of the pipeline crossings of the River Tees and the water outfall from the Project Site)
EN010103-000064-S42 Letter.pdf:3:National Transmission System for gas would cross the River Tees into the administrative area of
EN010103-000064-S42 Letter.pdf:3:Stockton-on-Tees Borough Council. At this location the River Tees is tidal. In addition, there are
EN010103-000064-S42 Letter.pdf:3: tidal River Tees);
EN010103-000064-S42 Letter.pdf:4:beneath the River Tees.
EN010103-000064-S42 Letter.pdf:8:the exception of the pipeline crossings of the River Tees and the water outfall from the Project Site)
EN010103-000064-S42 Letter.pdf:9:National Transmission System for gas would cross the River Tees into the administrative area of
EN010103-000064-S42 Letter.pdf:9:Stockton-on-Tees Borough Council. At this location the River Tees is tidal. In addition, there are
EN010103-000064-S42 Letter.pdf:10: tidal River Tees);
EN010103-000064-S42 Letter.pdf:10:beneath the River Tees.
EN010103-000064-S42 Letter.pdf:15:the exception of the pipeline crossings of the River Tees and the water outfall from the Project Site)
EN010103-000064-S42 Letter.pdf:15:National Transmission System for gas would cross the River Tees into the administrative area of
EN010103-000064-S42 Letter.pdf:15:Stockton-on-Tees Borough Council. At this location the River Tees is tidal. In addition, there are
EN010103-000064-S42 Letter.pdf:16: tidal River Tees);
EN010103-000064-S42 Letter.pdf:16:beneath the River Tees.
EN010103-001798-NZT DCO 9.9 - Applicants' Comments on LIRs - June 2022.pdf:6: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-Advice-00006-1-EN010103_Section 51 Advice-00005 - Project update meeting (1).pdf:3:on the River Tees.
EN010103-001022-NZT DCO 6.4.7 ES Vol III Appendix 8B Air Quality - Operation Phase.pdf:15: relatively flat. The Site is adjacent to the River Tees Estuary to the west. A
EN010103-001234-NZT - Regulation 32 Transboundary Screening (11).pdf:2: south bank of the River Tees estuary. The SSI site was
EN010103-001234-NZT - Regulation 32 Transboundary Screening (11).pdf:2: gathering pipe network would cross the River Tees. The water
EN010103-001234-NZT - Regulation 32 Transboundary Screening (11).pdf:4: removal of the requirement for water abstraction from the River Tees; and
EN010103-001234-NZT - Regulation 32 Transboundary Screening (11).pdf:6: port, and the Redcar Bulk Terminal on the River Tees. The Applicant has undertaken a
EN010103-001984-NZT DCO 8.12 - Northumbrian Water Ltd SoCG - August 2022(D5) - Clean.pdf:5: the tidal River Tees), a high-pressure carbon
EN010103-001984-NZT DCO 8.12 - Northumbrian Water Ltd SoCG - August 2022(D5) - Clean.pdf:7: River Tees) to collect and transport the captured CO2 from industrial emitters
EN010103-001984-NZT DCO 8.12 - Northumbrian Water Ltd SoCG - August 2022(D5) - Clean.pdf:8: crossings beneath the River Tees.
EN010103-001984-NZT DCO 8.12 - Northumbrian Water Ltd SoCG - August 2022(D5) - Clean.pdf:8:1.1.9 NWL apparatus is located both on the north bank of the River Tees, under the Tees
EN010103-001984-NZT DCO 8.12 - Northumbrian Water Ltd SoCG - August 2022(D5) - Clean.pdf:8: and also on the south bank of the River Tees. The Applicants’ DCO Order Limits
EN010103-002184-NZT DCO 9.33 - Applicants' Response SWQ HE.2.6 - Sept 2022(D7).pdf:4: tidal River Tees) to collect and transport the captured CO2 from
EN010103-002184-NZT DCO 9.33 - Applicants' Response SWQ HE.2.6 - Sept 2022(D7).pdf:5: River Tees.
EN010103-001580-NZT DCO 1.2 - Application Guide - May 2022.pdf:4: River Tees in the borough of Redcar and
EN010103-001580-NZT DCO 1.2 - Application Guide - May 2022.pdf:8: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-001580-NZT DCO 1.2 - Application Guide - May 2022.pdf:9: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-001580-NZT DCO 1.2 - Application Guide - May 2022.pdf:9: Borough Council. At this location the River Tees is tidal. In addition, there are
EN010103-001580-NZT DCO 1.2 - Application Guide - May 2022.pdf:11: Tees, including crossings beneath the River Tees.
EN010103-001580-NZT DCO 1.2 - Application Guide - May 2022.pdf:11: River Tees, across the Tees to the PCC Site (Work No. 6).
EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:6: Middlesbrough, where the River Tees meets the North Sea. The Proposed
EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:12: porpoise are known to regularly forage within the lower stretches of the River Tees
EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:42:4.2.31 The CO2 Gathering Network Pipeline will cross the River Tees in the existing
EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:42: construction through the River Tees in order to install this aspect of the Proposed
EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:43: on the western side of the River Tees, supports a breeding colony of harbour seal.
EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:45:4.2.44 Since the CO2 Gathering Network Pipeline will cross the River Tees in the existing
EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:45: through the River Tees in order to install this aspect of the Proposed Development
EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:51:4.3.16 The CCGT unit will be cooled with water abstracted from the River Tees as a worst-
EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:59: Seal Sands Industrial Estate, before crossing the River Tees and reaching the PCC Site.
EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:59: Therefore, relatively narrow bands of Saltholme Reservoir and the River Tees would
EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:60:6.1.16 The CO2 Gathering Network Pipeline will cross the River Tees in the existing
EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:66: the proximity of the Proposed Development to Coatham Sands and the River Tees,
EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:67: Cleveland Coast SPA / Ramsar, including the River Tees, ditches, ponds in the
EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:67:6.1.45 Given the Proposed Development’s proximity to the River Tees and its hydrological
EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:78: Plan Document (DPD) contains the a) to the south of the River Tees - the land located around Teesport, Smiths Dock
EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:78: management of waste. It consists of b) to the north of the River Tees - the land located around the Graythorp and
EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:78: DPD and the Mineral and Waste c) to the north of the River Tees - the land located around the Port Clarence,
EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:80: proposals (such as to secure an additional strategic road crossing of the River Tees). No potential
EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:80: Proposed Development directly adjacent to the River Tees. It follows that the main relevant
EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:98: g. Paragraph 4.2.30 and 4.2.31 discuss the construction of the gas pipeline below the River Tees in relation to the foraging terns and the CO2 export pipeline
EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:110: arise due to the drilling of the CO2 gathering network below the River Tees as this will not be in the water column.
EN010103-001844-DLA Piper UK LLP - Other- Comments on Applicants responses to ExA ExQ1, Statement of Commonality, other IP WRs and dDCO.pdf:9:44. This is a particular concern if the Applicants are required to drill a new tunnel under the River Tees
EN010103-001588-NZT DCO 8.6 - NE SoCG - May 2022.pdf:5: the tidal River Tees), a high-pressure carbon
EN010103-001588-NZT DCO 8.6 - NE SoCG - May 2022.pdf:8: the River Tees.
EN010103-001588-NZT DCO 8.6 - NE SoCG - May 2022.pdf:16: SPA / Ramsar), before crossing the River Tees and reaching the
EN010103-001588-NZT DCO 8.6 - NE SoCG - May 2022.pdf:25: NE noted that the River Tees is now part of the SSSI (ending at the river mouth) for foraging support (fish
EN010103-001588-NZT DCO 8.6 - NE SoCG - May 2022.pdf:26: Biodiversity in the area is subject to a masterplanning approach across the banks of the River Tees involving
EN010103-001588-NZT DCO 8.6 - NE SoCG - May 2022.pdf:26: NE also confirmed that, north of the River Tees, wintering birds were not of concern (i.e. breeding only)
EN010103-001588-NZT DCO 8.6 - NE SoCG - May 2022.pdf:26: For land to the north of the River Tees, it was agreed that, given that development would primarily be
EN010103-001588-NZT DCO 8.6 - NE SoCG - May 2022.pdf:31: in the River Tees, Discharge line into the Tees Bay). EW reiterated that the worst
EN010103-001588-NZT DCO 8.6 - NE SoCG - May 2022.pdf:31: cofferdam which is also being assessed (this is located on the River Tees).
EN010103-002467-NZT DCO 1.2 - Application Guide - Nov 2022 (D12).pdf:3: south of the River Tees in the borough of Redcar and Cleveland.
EN010103-002467-NZT DCO 1.2 - Application Guide - Nov 2022 (D12).pdf:7: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-002467-NZT DCO 1.2 - Application Guide - Nov 2022 (D12).pdf:8: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-002467-NZT DCO 1.2 - Application Guide - Nov 2022 (D12).pdf:8: Borough Council. At this location the River Tees is tidal. In addition, there are
EN010103-002467-NZT DCO 1.2 - Application Guide - Nov 2022 (D12).pdf:10: Tees, including crossings beneath the River Tees.
EN010103-002467-NZT DCO 1.2 - Application Guide - Nov 2022 (D12).pdf:10: River Tees, across the Tees to the PCC Site (Work No. 6).
EN010103-002467-NZT DCO 1.2 - Application Guide - Nov 2022 (D12).pdf:10: The selection of the method of crossing the River Tees for the CO2 Gathering
EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:5: Middlesbrough, where the River Tees meets the North Sea. The Proposed
EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:11: porpoise are known to regularly forage within the lower stretches of the River Tees
EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:40: part of the River Tees), will also involve construction or decommissioning activities
EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:41: of a gas pipeline under the River Tees, which is also part of the SPA / Ramsar; the
EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:41: pipeline will also need to cross the River Tees, either in the micro-bored tunnel
EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:41: shared with the gas pipeline, or alternatively in a HDD bore. The River Tees is
EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:42: side of the River Tees, supports a breeding colony of harbour seal. Furthermore, the
EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:44:4.2.44 The crossing of the gas and CO2 pipelines under the River Tees will also involve
EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:45: gas connection corridor that crosses the River Tees opposite Seal Sands.
EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:50:4.3.16 The CCGT unit will be cooled with water abstracted from the River Tees as a worst-
EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:58: Seal Sands Industrial Estate, before crossing the River Tees and reaching the PCC Site.
EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:58: Saltholme Reservoir and the River Tees would be temporarily subjected to noise
EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:63: the proximity of the Proposed Development to Coatham Sands and the River Tees,
EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:64: Cleveland Coast SPA / Ramsar, including the River Tees, ditches, ponds in the
EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:64:6.1.42 Given the Proposed Development’s proximity to the River Tees and its hydrological
EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:71: Plan Document (DPD) contains the a) to the south of the River Tees - the land located around Teesport, Smiths Dock
EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:71: management of waste. It consists of b) to the north of the River Tees - the land located around the Graythorp and
EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:71: DPD and the Mineral and Waste c) to the north of the River Tees - the land located around the Port Clarence,
EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:73: proposals (such as to secure an additional strategic road crossing of the River Tees). No potential
EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:74: Proposed Development directly adjacent to the River Tees. It follows that the main relevant
EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:89: g. Paragraph 4.2.30 and 4.2.31 discuss the construction of the gas pipeline below the River Tees in relation to the foraging terns and the CO2 export pipeline
EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:101: arise due to the drilling of the CO2 gathering network below the River Tees as this will not be in the water column.
EN010103-001441-NZT DCO 4.3 - Crown Land Plans - Rev. 3.0 Apr 2022.pdf:6: River Tees
EN010103-001999-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Clean.pdf:9: and CO2 pipeline crossings of the River Tees and the water outfall from the Electricity
EN010103-001999-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Clean.pdf:9: cross the River Tees into the administrative area of Stockton-on-Tees Borough Council. At
EN010103-001999-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Clean.pdf:9: this location, the River Tees is tidal. In addition, there are elements of the Site which extend
EN010103-001999-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Clean.pdf:10: • a CO2 gathering network (including connections under the tidal River Tees) to collect
EN010103-001999-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Clean.pdf:10: including crossings beneath the River Tees.
EN010103-001999-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Clean.pdf:12: to transport the captured CO2 (including the connections under the tidal River Tees).
EN010103-001999-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Clean.pdf:12: transport the captured CO2 (including the connections under the tidal River Tees).
EN010103-001999-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Clean.pdf:20: harbour authority on the River Tees;
EN010103-001999-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Clean.pdf:34: to the Crown Estate land within the Order land (under the River Tees and within Tees Bay).
EN010103-001999-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Clean.pdf:38: Sembcorp Gas Pipeline under the River Tees to Bran Sands and then via a new 24”
EN010103-001999-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Clean.pdf:38: Pipeline runs through the existing Seal Sands utility corridor and crosses the river Tees
EN010103-001999-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Clean.pdf:39: under the River Tees before entering the PCC Site for high pressure (HP) compression.
EN010103-001999-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Clean.pdf:39: River Tees (both of which comprise part of Work No. 6). The routeing of the CO2 Gathering
EN010103-001999-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Clean.pdf:39: Network across the River Tees will be either by:
EN010103-001999-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Clean.pdf:40: 3.8.28. A third option (known as “Option 1”) for a long bored tunnel across the River Tees was
EN010103-001999-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Clean.pdf:53: captured CO2 (including the connections under the tidal River Tees);
EN010103-001584-NZT DCO 8.2 - STBC SoCG - May 2022.pdf:6: River Tees) to collect and transport the captured CO2 from industrial emitters
EN010103-001584-NZT DCO 8.2 - STBC SoCG - May 2022.pdf:6: including crossings beneath the River Tees.
EN010103-001584-NZT DCO 8.2 - STBC SoCG - May 2022.pdf:6: administrative boundary on the southern side of the River Tees, some parts of the
EN010103-000890-NZT DCO 6.2 ES Vol I Cover and Contents.pdf:5: River Tees (South Bank and Dormanstown Wards) and in
EN010103-000890-NZT DCO 6.2 ES Vol I Cover and Contents.pdf:5: River Tees (Billingham South Ward).
EN010103-000890-NZT DCO 6.2 ES Vol I Cover and Contents.pdf:27: South Bank of the River Tees on the North-East coast of the UK.
EN010103-000890-NZT DCO 6.2 ES Vol I Cover and Contents.pdf:29: of land south of the River Tees in the borough of Redcar and
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:19: foundations and the crossing of the River Tees or any other
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:35: across the River Tees in order to minimise disturbance to riverine
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:6: Middlesbrough, where the River Tees meets the North Sea. The Proposed
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:12: porpoise are known to regularly forage within the lower stretches of the River Tees
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:41: part of the River Tees), will also involve construction or decommissioning activities
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:42:4.2.31 The CO2 Gathering Network pipeline needs to cross the River Tees, either in the
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:42: existing Sembcorp No. 2 Tunnel, or alternatively in a HDD bore. The River Tees is
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:43: on the western side of the River Tees, supports a breeding colony of harbour seal.
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:45:4.2.44 The crossing of the CO2 pipeline under the River Tees will also involve working below
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:46: gas connection corridor that crosses the River Tees opposite Seal Sands.
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:51:4.3.16 The CCGT unit will be cooled with water abstracted from the River Tees as a worst-
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:59: Seal Sands Industrial Estate, before crossing the River Tees and reaching the PCC Site.
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:59: Therefore, relatively narrow bands of Saltholme Reservoir and the River Tees would
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:60: Table 6.2 above can equally be applied to the HDD crossing the River Tees. This
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:60: Terminals on the west side of the River Tees. Applying the existing noise model and
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:66: the proximity of the Proposed Development to Coatham Sands and the River Tees,
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:68: Cleveland Coast SPA / Ramsar, including the River Tees, ditches, ponds in the
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:68:6.1.50 Given the Proposed Development’s proximity to the River Tees and its hydrological
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:76: Plan Document (DPD) contains the a) to the south of the River Tees - the land located around Teesport, Smiths Dock
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:76: management of waste. It consists of b) to the north of the River Tees - the land located around the Graythorp and
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:76: DPD and the Mineral and Waste c) to the north of the River Tees - the land located around the Port Clarence,
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:78: proposals (such as to secure an additional strategic road crossing of the River Tees). No potential
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:78: Proposed Development directly adjacent to the River Tees. It follows that the main relevant
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:94: g. Paragraph 4.2.30 and 4.2.31 discuss the construction of the gas pipeline below the River Tees in relation to the foraging terns and the CO2 export pipeline
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:106: arise due to the drilling of the CO2 gathering network below the River Tees as this will not be in the water column.
EN010103-002045-NZT DCO 2.2 - Explanatory Memorandum (Clean) August 2022 (D6).pdf:9: and CO2 pipeline crossings of the River Tees and the water outfall from the Electricity
EN010103-002045-NZT DCO 2.2 - Explanatory Memorandum (Clean) August 2022 (D6).pdf:9: cross the River Tees into the administrative area of Stockton-on-Tees Borough Council. At
EN010103-002045-NZT DCO 2.2 - Explanatory Memorandum (Clean) August 2022 (D6).pdf:9: this location, the River Tees is tidal. In addition, there are elements of the Site which extend
EN010103-002045-NZT DCO 2.2 - Explanatory Memorandum (Clean) August 2022 (D6).pdf:10: • a CO2 gathering network (including connections under the tidal River Tees) to collect
EN010103-002045-NZT DCO 2.2 - Explanatory Memorandum (Clean) August 2022 (D6).pdf:10: including crossings beneath the River Tees.
EN010103-002045-NZT DCO 2.2 - Explanatory Memorandum (Clean) August 2022 (D6).pdf:12: to transport the captured CO2 (including the connections under the tidal River Tees).
EN010103-002045-NZT DCO 2.2 - Explanatory Memorandum (Clean) August 2022 (D6).pdf:12: transport the captured CO2 (including the connections under the tidal River Tees).
EN010103-002045-NZT DCO 2.2 - Explanatory Memorandum (Clean) August 2022 (D6).pdf:20: harbour authority on the River Tees;
EN010103-002045-NZT DCO 2.2 - Explanatory Memorandum (Clean) August 2022 (D6).pdf:34: to the Crown Estate land within the Order land (under the River Tees and within Tees Bay).
EN010103-002045-NZT DCO 2.2 - Explanatory Memorandum (Clean) August 2022 (D6).pdf:38: Sembcorp Gas Pipeline under the River Tees to Bran Sands and then via a new 24“
EN010103-002045-NZT DCO 2.2 - Explanatory Memorandum (Clean) August 2022 (D6).pdf:38: Pipeline runs through the existing Seal Sands utility corridor and crosses the river Tees
EN010103-002045-NZT DCO 2.2 - Explanatory Memorandum (Clean) August 2022 (D6).pdf:39: under the River Tees before entering the PCC Site for high pressure (HP) compression.
EN010103-002045-NZT DCO 2.2 - Explanatory Memorandum (Clean) August 2022 (D6).pdf:39: 3.8.24. The routeing of the CO2 Gathering Network across the River Tees will be by construction
EN010103-002045-NZT DCO 2.2 - Explanatory Memorandum (Clean) August 2022 (D6).pdf:50: River Tees by being installed in the existing Sembcorp No. 2 Tunnel. The Sembcorp Tunnel
EN010103-002045-NZT DCO 2.2 - Explanatory Memorandum (Clean) August 2022 (D6).pdf:52: captured CO2 (including the connections under the tidal River Tees);
EN010103-000827-NZT DCO 2.1 - Draft Development Consent Order.pdf:93: (i) the construction of a subsea crossing underneath the River Tees by horizontal
EN010103-000827-NZT DCO 2.1 - Draft Development Consent Order.pdf:93: (iii) installation of a fibre-optic control cable under the River Tees either through the
EN010103-000827-NZT DCO 2.1 - Draft Development Consent Order.pdf:93: crossing method above or within an existing services tunnel beneath the River Tees;
EN010103-000827-NZT DCO 2.1 - Draft Development Consent Order.pdf:155: (b) the tunnel crossing the Order limits under the River Tees operated by Sembcorp; and
EN010103-001986-NZT DCO 8.20 - Exolum Seal Sands & Exolum Riverside SoCG - August 2022(D5).pdf:4: connections under the tidal River Tees), a high-pressure
EN010103-001986-NZT DCO 8.20 - Exolum Seal Sands & Exolum Riverside SoCG - August 2022(D5).pdf:6: tidal River Tees) to collect and transport the captured CO2 from industrial
EN010103-001986-NZT DCO 8.20 - Exolum Seal Sands & Exolum Riverside SoCG - August 2022(D5).pdf:7: Stockton-on-Tees, including crossings beneath the River Tees.
EN010103-001986-NZT DCO 8.20 - Exolum Seal Sands & Exolum Riverside SoCG - August 2022(D5).pdf:7: Tees, the River Tees bed and to the east of Seal Sands Road. The Applicants’
EN010103-001331-NZT DCO 7.5 - Letter Requesting Proposed Changes - Apr 2022_Redacted.pdf:2:2. the CO2 Gathering Network route from the north of the River Tees and across the Tees forming
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:5: Middlesbrough, where the River Tees meets the North Sea. The Proposed
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:11: porpoise are known to regularly forage within the lower stretches of the River Tees
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:40: part of the River Tees), will also involve construction or decommissioning activities
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:41:4.2.31 The CO2 Gathering Network pipeline needs to cross the River Tees, either in the
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:41: existing Sembcorp No. 2 Tunnel, or alternatively in a HDD bore. The River Tees is
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:42: on the western side of the River Tees, supports a breeding colony of harbour seal.
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:44:4.2.44 The crossing of the CO2 pipeline under the River Tees will also involve working below
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:45: gas connection corridor that crosses the River Tees opposite Seal Sands.
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:50:4.3.16 The CCGT unit will be cooled with water abstracted from the River Tees as a worst-
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:57: Seal Sands Industrial Estate, before crossing the River Tees and reaching the PCC Site.
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:57: Therefore, relatively narrow bands of Saltholme Reservoir and the River Tees would
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:58: Table 6.2 above can equally be applied to the HDD crossing the River Tees. This
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:58: Terminals on the west side of the River Tees. Applying the existing noise model and
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:63: the proximity of the Proposed Development to Coatham Sands and the River Tees,
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:64: Cleveland Coast SPA / Ramsar, including the River Tees, ditches, ponds in the
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:64:6.1.46 Given the Proposed Development’s proximity to the River Tees and its hydrological
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:71: Plan Document (DPD) contains the a) to the south of the River Tees - the land located around Teesport, Smiths Dock
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:71: management of waste. It consists of b) to the north of the River Tees - the land located around the Graythorp and
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:71: DPD and the Mineral and Waste c) to the north of the River Tees - the land located around the Port Clarence,
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:73: proposals (such as to secure an additional strategic road crossing of the River Tees). No potential
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:74: Proposed Development directly adjacent to the River Tees. It follows that the main relevant
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:89: g. Paragraph 4.2.30 and 4.2.31 discuss the construction of the gas pipeline below the River Tees in relation to the foraging terns and the CO2 export pipeline
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:101: arise due to the drilling of the CO2 gathering network below the River Tees as this will not be in the water column.
EN010103-002463-DLA Piper UK LLP - Other- Protective provisions position statement requested by ExA 1.pdf:3: limits under the River Tees (together with associated headhouses) operated by
EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:5: Middlesbrough, where the River Tees meets the North Sea. The Proposed
EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:11: porpoise are known to regularly forage within the lower stretches of the River Tees
EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:41: part of the River Tees), will also involve construction or decommissioning activities
EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:42:4.2.31 The CO2 Gathering Network pipeline needs to cross the River Tees, either in the
EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:42: existing Sembcorp No. 2 Tunnel, or alternatively in a HDD bore. The River Tees is
EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:43: on the western side of the River Tees, supports a breeding colony of harbour seal.
EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:45:4.2.44 The crossing of the CO2 pipeline under the River Tees will also involve working below
EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:46: gas connection corridor that crosses the River Tees opposite Seal Sands.
EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:51:4.3.16 The CCGT unit will be cooled with water abstracted from the River Tees as a worst-
EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:59: Seal Sands Industrial Estate, before crossing the River Tees and reaching the PCC Site.
EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:59: Therefore, relatively narrow bands of Saltholme Reservoir and the River Tees would
EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:60: Table 6.2 above can equally be applied to the HDD crossing the River Tees. This
EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:60: Terminals on the west side of the River Tees. Applying the existing noise model and
EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:65: the proximity of the Proposed Development to Coatham Sands and the River Tees,
EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:66: Cleveland Coast SPA / Ramsar, including the River Tees, ditches, ponds in the
EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:66:6.1.46 Given the Proposed Development’s proximity to the River Tees and its hydrological
EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:73: Plan Document (DPD) contains the a) to the south of the River Tees - the land located around Teesport, Smiths Dock
EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:73: management of waste. It consists of b) to the north of the River Tees - the land located around the Graythorp and
EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:73: DPD and the Mineral and Waste c) to the north of the River Tees - the land located around the Port Clarence,
EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:75: proposals (such as to secure an additional strategic road crossing of the River Tees). No potential
EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:76: Proposed Development directly adjacent to the River Tees. It follows that the main relevant
EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:91: g. Paragraph 4.2.30 and 4.2.31 discuss the construction of the gas pipeline below the River Tees in relation to the foraging terns and the CO2 export pipeline
EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:103: arise due to the drilling of the CO2 gathering network below the River Tees as this will not be in the water column.
EN010103-002640-NZT DCO 8.36 - Statement of Commonality - Nov 2022 (D13).pdf:5: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-002313-NZT DCO 8.1 - RCBC SoCG Sept 2022 (D9) - final signed.pdf:6: River Tees) to collect and transport the captured CO2 from industrial emitters
EN010103-002313-NZT DCO 8.1 - RCBC SoCG Sept 2022 (D9) - final signed.pdf:6: Council, including crossings beneath the River Tees.
EN010103-002313-NZT DCO 8.1 - RCBC SoCG Sept 2022 (D9) - final signed.pdf:6: administrative boundary on the southern side of the River Tees. Some parts of the
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:6: biodiversity interest particularly along the River Tees and the estuary,
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:6: (BOAs) in the River Tees Corridor and Teesmouth, and minimising
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:17: Electrical Connection corridors south of the River Tees (2020). The
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:19: area on the west bank of the River Tees (referred to as Navigator Terminal).
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:20: large stretches of the tidal River Tees omitted. The Low Tide data supplied
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:22: sea and along the tidal River Tees; and terrestrial and intertidal
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:31: in Annex 3. Regular high tide roosts north of the River Tees are concentrated
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:31: located on the upstream sections of the Tidal River Tees for redshank and
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:31: River Tees there are regular roosts at Bran Sands Island (waders and
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:32:15.4.18 Common tern bred consistently north of the River Tees. RSPB also provided
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:32: north of the River Tees. Discussion of these records is provided in Appendix
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:37: Connection Corridor South of the River Tees
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:40: tidal River Tees; and terrestrial and intertidal foraging
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:43: Amber List Regular foraging along Tidal River Tees and coastline
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:44: RBBP less scarce Regular foraging areas north of the River Tees.
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:45: sites north of the River Tees within 1 km of CO 2
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:48: NERC S41 the River Tees within the Study Area.
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:50:15.4.50 Within and adjacent to the Proposed Development south of the River Tees,
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:50:15.4.53 South of the River Tees but further from the footprint of the Proposed
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:50: been recorded close to this location. The mouth of the River Tees and the
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:50: tidal extent of the River Tees channel are important for foraging common
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:51:15.4.54 North of the River Tees, key areas of ornithological interest include Saltholme
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:51:15.4.55 The Coastal Sands north of the River Tees support scattered breeding
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:51: • The mouth and channel of the River Tees are important for foraging
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:51: • Scattered locations along the coastal sands north of the River Tees are
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:52:15.4.61 Common terns nest at several sites north of the River Tees, further details of
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:52: water offshore, along the tidal River Tees and closer to the shore along the
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:52: of the tidal River Tees and most of the coastal shore within the SPA, including
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:52: all of that south of the River Tees (Natural England, 2018).
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:53:15.4.65 South of the river Tees knot are almost exclusively found on Coatham Sands.
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:53: flanking the mouth of the River Tees, almost entirely within and adjacent to
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:53: of the River Tees.
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:53: occasionally at Coatham Marsh South of the River Tees and is known to
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:53: sectors along the shore south of the River Tees with peak numbers in spring,
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:54:15.4.78 South of the River Tees this species overwinters almost exclusively within
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:54: Hole) as well. North of the River Tees third party records indicated good
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:55: north of the River Tees across the North Tees Marshes, Greatham Creek and
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:55: the adjacent River Tees Channel, Coatham Sands and Bran Sands.
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:55: species core areas are mostly north of the River Tees, with Dabholme Gut
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:55: as an important location for this species south of the River Tees (Smith,
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:56: rarely occur south of the River Tees, however AECOM surveys detected up
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:56:15.4.91 South of the River Tees this species was present consistently. AECOM
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:56:15.4.95 This species is absent from WeBS Low Tide Counts south of the River Tees
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:57: north of the River Tees including the intertidal habitats north of Greatham
EN010103-001585-NZT DCO 8.3 - STDC TVCA Teesworks SoCG - May 2022.pdf:5: the connections under the tidal River Tees), a high-
EN010103-001585-NZT DCO 8.3 - STDC TVCA Teesworks SoCG - May 2022.pdf:7: the River Tees, in the Borough of Redcar and Cleveland. The majority of this land was
EN010103-001215-NZT DCO 2.2 - Explanatory Memorandum - Oct 2021 Rev.2.0.pdf:5: the tidal River Tees), a high-pressure carbon
EN010103-001215-NZT DCO 2.2 - Explanatory Memorandum - Oct 2021 Rev.2.0.pdf:9: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-001215-NZT DCO 2.2 - Explanatory Memorandum - Oct 2021 Rev.2.0.pdf:10: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-001215-NZT DCO 2.2 - Explanatory Memorandum - Oct 2021 Rev.2.0.pdf:10: Borough Council. At this location, the River Tees is tidal. In addition, there are
EN010103-001215-NZT DCO 2.2 - Explanatory Memorandum - Oct 2021 Rev.2.0.pdf:11: • a CO2 gathering network (including connections under the tidal River Tees) to
EN010103-001215-NZT DCO 2.2 - Explanatory Memorandum - Oct 2021 Rev.2.0.pdf:11: Stockton-on-Tees, including crossings beneath the River Tees.
EN010103-001215-NZT DCO 2.2 - Explanatory Memorandum - Oct 2021 Rev.2.0.pdf:13: River Tees). Other than this, no Work Nos. in the Order include any CO2 pipeline
EN010103-001215-NZT DCO 2.2 - Explanatory Memorandum - Oct 2021 Rev.2.0.pdf:23: Limited as the statutory harbour authority on the River Tees;
EN010103-001215-NZT DCO 2.2 - Explanatory Memorandum - Oct 2021 Rev.2.0.pdf:40: relation to the Crown Estate land within the Order land (under the River Tees and
EN010103-001215-NZT DCO 2.2 - Explanatory Memorandum - Oct 2021 Rev.2.0.pdf:44: crossing of the river Tees direct to the PCC Site via a new tunnel shared with the CO2
EN010103-001215-NZT DCO 2.2 - Explanatory Memorandum - Oct 2021 Rev.2.0.pdf:44: crosses the River Tees and lands on the north bank of Dabholm Gut and runs on to
EN010103-001215-NZT DCO 2.2 - Explanatory Memorandum - Oct 2021 Rev.2.0.pdf:46: area and cross under the River Tees before entering the PCC Site for high pressure
EN010103-001215-NZT DCO 2.2 - Explanatory Memorandum - Oct 2021 Rev.2.0.pdf:46: the River Tees (both of which comprise part of Work No. 6). Work No. 6 is drafted in
EN010103-001215-NZT DCO 2.2 - Explanatory Memorandum - Oct 2021 Rev.2.0.pdf:47: gathering network from the north bank of the River Tees to the PCC Site. This will
EN010103-001215-NZT DCO 2.2 - Explanatory Memorandum - Oct 2021 Rev.2.0.pdf:47: either cross the River Tees via the tunnel or, if this option is not used, using an
EN010103-001215-NZT DCO 2.2 - Explanatory Memorandum - Oct 2021 Rev.2.0.pdf:47: existing services tunnel beneath the River Tees.
EN010103-001215-NZT DCO 2.2 - Explanatory Memorandum - Oct 2021 Rev.2.0.pdf:57: to construct a micro-bored tunnel under the tidal part of the River Tees as part of
EN010103-002246-NZT DCO - 9.34 Updated List of Developments (Tracked) - Sept 2022 (D8).pdf:16: River Tees. of 12m tons per annum (dry weight). It is the intention that all works will assume that construction of ES submitted conclusion that no
EN010103-002246-NZT DCO - 9.34 Updated List of Developments (Tracked) - Sept 2022 (D8).pdf:23: Teesside on the south bank of the River Tees. years.” planning documentation,
EN010103-002242-NZT DCO 8.36 - Statement of Commonality - Sept 2022(D8).pdf:5: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-001977-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Tracked.pdf:7: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-001977-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Tracked.pdf:8: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-001977-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Tracked.pdf:8: Borough Council. At this location, the River Tees is tidal. In addition, there are
EN010103-001977-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Tracked.pdf:8: River Tees) to collect and transport the captured CO2 from industrial emitters
EN010103-001977-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Tracked.pdf:9: • a CO2 gathering network (including connections under the tidal River Tees) to
EN010103-001977-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Tracked.pdf:9: including crossings beneath the River Tees.
EN010103-001977-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Tracked.pdf:25: River Tees and the biodiversity value.
EN010103-002047-NZT DCO 3.1 - Book of Reference (Clean) August 2022 (D6).pdf:256: River Tees, Stockton-on-Tees Limited
EN010103-002047-NZT DCO 3.1 - Book of Reference (Clean) August 2022 (D6).pdf:328: west of River Tees, Stockton- Grays Grays
EN010103-002047-NZT DCO 3.1 - Book of Reference (Clean) August 2022 (D6).pdf:445: Trunk Road, Redcar, other London (in respect of River Tees)
EN010103-002047-NZT DCO 3.1 - Book of Reference (Clean) August 2022 (D6).pdf:445: (in respect of River Tees) SL2 5DS
EN010103-002047-NZT DCO 3.1 - Book of Reference (Clean) August 2022 (D6).pdf:448: River Tees, Redcar TS2 1AH Newcastle Upon Tyne Newcastle Upon Tyne EC2N 4AA
EN010103-002047-NZT DCO 3.1 - Book of Reference (Clean) August 2022 (D6).pdf:449: River Tees, Redcar NE1 4BF NE1 4BF London
EN010103-002047-NZT DCO 3.1 - Book of Reference (Clean) August 2022 (D6).pdf:450: of River Tees, Redcar Middlesbrough BS1 5AH London
EN010103-002047-NZT DCO 3.1 - Book of Reference (Clean) August 2022 (D6).pdf:1010: and pipelines west of River Tees, Royal College Hill
EN010103-002047-NZT DCO 3.1 - Book of Reference (Clean) August 2022 (D6).pdf:1024: hardstanding east of River Tees, Teesdale Business Park
EN010103-002047-NZT DCO 3.1 - Book of Reference (Clean) August 2022 (D6).pdf:1337: road west of River Tees, Stockton-on-Tees Wexham Road
EN010103-002047-NZT DCO 3.1 - Book of Reference (Clean) August 2022 (D6).pdf:1340: of River Tees, Stockton-on-Tees Wexham Road
EN010103-002047-NZT DCO 3.1 - Book of Reference (Clean) August 2022 (D6).pdf:1342: pipelines and hardstanding west of River Tees, Cassel Works
EN010103-002047-NZT DCO 3.1 - Book of Reference (Clean) August 2022 (D6).pdf:1343: road west of River Tees, Stockton-on-Tees Wexham Road
EN010103-002047-NZT DCO 3.1 - Book of Reference (Clean) August 2022 (D6).pdf:1345: of River Tees, Stockton-on-Tees Wexham Road
EN010103-002047-NZT DCO 3.1 - Book of Reference (Clean) August 2022 (D6).pdf:1391: River Tees, Stockton-on-Tees Royal College Hill
EN010103-002047-NZT DCO 3.1 - Book of Reference (Clean) August 2022 (D6).pdf:1458: river (River Tees), bed and banks thereof and The Akzonobel Building
EN010103-002047-NZT DCO 3.1 - Book of Reference (Clean) August 2022 (D6).pdf:1461: conveyors and hardstanding east of River Tees, Teesside Airport Business Suite
EN010103-002047-NZT DCO 3.1 - Book of Reference (Clean) August 2022 (D6).pdf:1461: channel (Dabholm Gut) east of River Tees, 1 Wellheads Avenue
EN010103-002047-NZT DCO 3.1 - Book of Reference (Clean) August 2022 (D6).pdf:1672: metres of river (River Tees), bed and C/O: Carter Jonas LLP
EN010103-002047-NZT DCO 3.1 - Book of Reference (Clean) August 2022 (D6).pdf:1672: (in respect of River Tees)
EN010103-001234-NZT - Regulation 32 Transboundary Screening (6).pdf:2: south bank of the River Tees estuary. The SSI site was
EN010103-001234-NZT - Regulation 32 Transboundary Screening (6).pdf:2: gathering pipe network would cross the River Tees. The water
EN010103-001234-NZT - Regulation 32 Transboundary Screening (6).pdf:4: removal of the requirement for water abstraction from the River Tees; and
EN010103-001234-NZT - Regulation 32 Transboundary Screening (6).pdf:6: port, and the Redcar Bulk Terminal on the River Tees. The Applicant has undertaken a
EN010103-002064-NZT DCO 8.1 - RCBC SoCG - August 2022(D6) - Final - Clean.pdf:6: River Tees) to collect and transport the captured CO2 from industrial emitters
EN010103-002064-NZT DCO 8.1 - RCBC SoCG - August 2022(D6) - Final - Clean.pdf:6: Council, including crossings beneath the River Tees.
EN010103-002064-NZT DCO 8.1 - RCBC SoCG - August 2022(D6) - Final - Clean.pdf:6: administrative boundary on the southern side of the River Tees. Some parts of the
EN010103-002065-NZT DCO 8.1 - RCBC SoCG - August 2022(D6) - Final - Tracked.pdf:6: River Tees) to collect and transport the captured CO2 from industrial emitters
EN010103-002065-NZT DCO 8.1 - RCBC SoCG - August 2022(D6) - Final - Tracked.pdf:6: Council, including crossings beneath the River Tees.
EN010103-002065-NZT DCO 8.1 - RCBC SoCG - August 2022(D6) - Final - Tracked.pdf:6: administrative boundary on the southern side of the River Tees. Some parts of the
EN010103-002625-NZT DCO 1.2 - Application Guide - Nov 2022 (D13).pdf:3: south of the River Tees in the borough of Redcar and Cleveland.
EN010103-002625-NZT DCO 1.2 - Application Guide - Nov 2022 (D13).pdf:7: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-002625-NZT DCO 1.2 - Application Guide - Nov 2022 (D13).pdf:8: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-002625-NZT DCO 1.2 - Application Guide - Nov 2022 (D13).pdf:8: Borough Council. At this location the River Tees is tidal. In addition, there are
EN010103-002625-NZT DCO 1.2 - Application Guide - Nov 2022 (D13).pdf:10: Tees, including crossings beneath the River Tees.
EN010103-002625-NZT DCO 1.2 - Application Guide - Nov 2022 (D13).pdf:10: River Tees, across the Tees to the PCC Site (Work No. 6).
EN010103-002625-NZT DCO 1.2 - Application Guide - Nov 2022 (D13).pdf:10: The selection of the method of crossing the River Tees for the CO2 Gathering
EN010103-001153-NZT DCO 5.9 - Statutory Nuisance Statement.pdf:6: land south of the River Tees in the borough of Redcar and Cleveland.
EN010103-001153-NZT DCO 5.9 - Statutory Nuisance Statement.pdf:11: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-001153-NZT DCO 5.9 - Statutory Nuisance Statement.pdf:12: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-001153-NZT DCO 5.9 - Statutory Nuisance Statement.pdf:12: Borough Council. At this location, the River Tees is tidal. In addition, there are
EN010103-001153-NZT DCO 5.9 - Statutory Nuisance Statement.pdf:12: a CO2 gathering network (including connections under the tidal River Tees) to
EN010103-001153-NZT DCO 5.9 - Statutory Nuisance Statement.pdf:13: Stockton-on-Tees, including crossings beneath the River Tees.
EN010103-001985-NZT DCO 8.12 - Northumbrian Water Ltd SoCG - August 2022(D5) - Tracked.pdf:5: the tidal River Tees), a high-pressure carbon
EN010103-001985-NZT DCO 8.12 - Northumbrian Water Ltd SoCG - August 2022(D5) - Tracked.pdf:7: River Tees) to collect and transport the captured CO2 from industrial emitters
EN010103-001985-NZT DCO 8.12 - Northumbrian Water Ltd SoCG - August 2022(D5) - Tracked.pdf:8: Tees, including crossings beneath the River Tees.
EN010103-001985-NZT DCO 8.12 - Northumbrian Water Ltd SoCG - August 2022(D5) - Tracked.pdf:8:1.3.21.1.9 NWL apparatus is located both on the north bank of the River Tees, under the
EN010103-001985-NZT DCO 8.12 - Northumbrian Water Ltd SoCG - August 2022(D5) - Tracked.pdf:8: Tees and also on the south bank of the River Tees. The Applicants’ DCO Order Limits
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:238: of River Tees, Stockton-on- TS2 1TX TS2 1TX E14 5HP
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:247: of River Tees, Stockton-on- (Org No. - 6238238) (Org No. - 6238238) (Org No. - 00048839)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:256: of River Tees, Stockton-on- (Org No. - 6238238) (Org No. - 6238238) (Org No. - 00048839)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:312: pipelines west of River Tees, Oliver Road Oliver Road
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:332: of River Tees, Stockton-on- Oliver Road Oliver Road
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:337: pipelines west of River Tees, Grays Grays
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:446: river (River Tees), Billingham, Environment Agency Environment Agency
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:446: (in respect of River Tees) (in respect of River Tees)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:446: Redcar, other than interests One Chapel Place (in respect of River Tees)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:447: (in respect of River Tees)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:447: Trunk Road, Redcar, other One Chapel Place W1S 1FE (in respect of River Tees)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:447: Number not used (in respect of River Tees)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:448: river (River Tees), bed and Crown Bristol
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:448: Trunk Road, Redcar, other One Chapel Place (in respect of River Tees)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:448: (in respect of River Tees) (in respect of gas pipeline)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:449: Trunk Road, Redcar, other One Chapel Place (in respect of River Tees)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:449: (in respect of River Tees) (Org No. - 00358535)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:452: river (River Tees), bed and Crown Bristol London
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:452: Trunk Road, Redcar, other One Chapel Place (in respect of River Tees) (Org No. - 7251600)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:452: (in respect of River Tees)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:452: river (River Tees), bed and Crown 15-19 Britten Street Bristol London
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:452: west of A1085, Trunk Road, One Chapel Place SW3 3TY (in respect of River Tees) (Org No. - 7251600)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:452: (in respect of River Tees)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:453: river (River Tees), and bed Crown Bristol London
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:453: Trunk Road, Redcar, other One Chapel Place (in respect of River Tees) (Org No. - 7251600)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:453: (in respect of River Tees)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:453: River Tees, Redcar TS2 1AH 32 Gallowgate 32 Gallowgate EC2N 4AA
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:454: River Tees, Redcar Newcastle Upon Tyne Newcastle Upon Tyne EC1N 6RA
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:454: Redcar (Org No. - 02636007) (in respect of River Tees) (Org No. - 00995939)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:455: (in respect of River Tees) South Bank
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:455: river (River Tees), bed and TS2 1AH BS1 5AH EC2N 4AA
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:455: banks thereof west of A1085, (Org No. - 02636007) (in respect of River Tees) (Org No. - 00995939)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:456: (in respect of River Tees) South Bank
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:456: Trunk Road, Redcar (Org No. - 02636007) (in respect of River Tees) (Org No. - 00995939)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:456: (in respect of River Tees) South Bank
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:457: (Org No. - 02636007) Guildford (in respect of River Tees) (Org No. - 00995939)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:457: (in respect of River Tees) Guildford South Bank
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:459: metres of river (River Tees), 17-27 Queen's Square Transportation Limited Horizon House 100 Bishopsgate
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:459: of A1085, Trunk Road, Redcar (Org No. - 02636007) W1S 1FE (in respect of River Tees) (Org No. - 00995939)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:459: Number not used (in respect of River Tees) W1S 1FE South Bank Formatted: Font: Not Italic
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:460: of A1085, Trunk Road, Redcar (Org No. - 02636007) Guildford (in respect of River Tees) (Org No. - 00995939)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:460: (CE240968 - Absolute (in respect of River Tees) 14 St. George Street Guildford 29-00 Ocean Financial
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:461: north west of A1085, Trunk One Chapel Place DH1 5FJ (in respect of River Tees) (Org No. - 7251600)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:461: (in respect of River Tees)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:462: east of River Tees, Redcar Wilton International BS1 5AH EC1N 6RA
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:465: of River Tees, Redcar Wilton International BS1 5AH EC1N 6RA
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:468: metres of river (River Tees), Majesty in Right of Her Limited Horizon House 17 Charterhouse Street
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:468: north west of A1085, Trunk One Chapel Place DH1 5FJ (in respect of River Tees) (Org No. - 7251600)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:468: (in respect of River Tees)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:468: metres of river (River Tees), Majesty in Right of Her Limited Horizon House 17 Charterhouse Street
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:469: north west of A1085, Trunk One Chapel Place DH1 5FJ (in respect of River Tees) (Org No. - 7251600)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:469: (in respect of River Tees)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:469: metres of river (River Tees), Majesty in Right of Her Limited Horizon House 17 Charterhouse Street
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:469: north west of A1085, Trunk One Chapel Place DH1 5FJ (in respect of River Tees) (Org No. - 7251600)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:469: (in respect of River Tees)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:469: metres of river (River Tees), Majesty in Right of Her Limited Horizon House 17 Charterhouse Street
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:470: north west of A1085, Trunk One Chapel Place DH1 5FJ (in respect of River Tees) (Org No. - 7251600)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:470: (in respect of River Tees)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:470: metres of river (River Tees), Ports Limited Horizon House Limited
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:470: EC1N 6RA (in respect of River Tees) 2 Tallis Street
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:470: (in respect of River Tees) M50 1DT
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:470: metres of river (River Tees), Majesty in Right of Her Limited Horizon House 17 Charterhouse Street
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:470: north west of A1085, Trunk One Chapel Place DH1 5FJ (in respect of River Tees) (Org No. - 7251600)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:471: Leasehold) (in respect of River Tees)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:471: metres of river (River Tees), Ports Limited Horizon House Limited
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:471: A1085, Trunk Road, Redcar EC1N 6RA (in respect of River Tees) 2 Tallis Street
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:471: (in respect of River Tees) M50 1DT
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:471: metres of river (River Tees), Majesty in Right of Her Limited Horizon House 17 Charterhouse Street
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:471: north west of A1085, Trunk One Chapel Place DH1 5FJ (in respect of River Tees) (Org No. - 7251600)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:472: Leasehold) (in respect of River Tees)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:472: metres of river (River Tees), Ports Limited Horizon House Limited
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:472: EC1N 6RA (in respect of River Tees) 2 Tallis Street
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:472: (in respect of River Tees) M50 1DT
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:472: metres of river (River Tees), Ports Limited Limited Horizon House Limited
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:472: EC1N 6RA DH1 5FJ (in respect of River Tees) 2 Tallis Street
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:473: Freehold) (in respect of River Tees) DH1 5FJ
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:473: metres of river (River Tees), Majesty in Right of Her Limited Horizon House 17 Charterhouse Street
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:473: north west of A1085, Trunk One Chapel Place DH1 5FJ (in respect of River Tees) (Org No. - 7251600)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:473: (in respect of River Tees)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:474: metres of river (River Tees), Ports Limited Horizon House Limited
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:474: north west of A1085, Trunk EC1N 6RA (in respect of River Tees) 2 Tallis Street
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:474: (in respect of River Tees) M50 1DT
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:474: metres of river (River Tees), Majesty in Right of Her Anchor House Horizon House 17 Charterhouse Street
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:474: north west of A1085, Trunk One Chapel Place SW3 3TY (in respect of River Tees) (Org No. - 7251600)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:474: (CE216557 - Absolute (in respect of River Tees) (Org No. - 03531783)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:475: metres of river (River Tees), Ports Limited Limited Horizon House Limited
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:475: north west of A1085, Trunk EC1N 6RA DH1 5FJ (in respect of River Tees) 2 Tallis Street
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:475: (in respect of River Tees) (Org No. - 02366703)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:476: metres of river (River Tees), Ports Limited Limited Horizon House Limited
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:476: north west of A1085, Trunk EC1N 6RA DH1 5FJ (in respect of River Tees) 2 Tallis Street
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:476: Number not used (in respect of River Tees) (Org No. - 02366703)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:476: metres of river (River Tees), Ports Limited Horizon House Limited
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:477: north west of A1085, Trunk EC1N 6RA (in respect of River Tees) 2 Tallis Street
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:477: (in respect of River Tees) M50 1DT
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:477: metres of river (River Tees), Ports Limited Limited Horizon House Limited
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:477: west of A1085, Trunk Road, EC1N 6RA DH1 5FJ (in respect of River Tees) 2 Tallis Street
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:477: (in respect of River Tees) M50 1DT
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:477: metres of river (River Tees), Ports Limited Anchor House Horizon House Limited
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:477: A1085, Trunk Road, Redcar EC1N 6RA SW3 3TY (in respect of River Tees) 2 Tallis Street
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:478: Number not used (in respect of River Tees) EC2N 4AG
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:479: metres of river (River Tees), Ports Limited Limited Horizon House Limited
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:479: north west of A1085, Trunk EC1N 6RA DH1 5FJ (in respect of River Tees) 2 Tallis Street
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:479: Number not used (in respect of River Tees) (Org No. - 02366703)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:479: metres of river (River Tees), 17 Charterhouse Street Sembcorp UK Headquarters Bristol C/O: Legalinx Limited red line boundary reduction. Plot no longer part of River
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:479: grassland, unnamed tracks, EC1N 6RA Middlesbrough (in respect of River Tees)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:480: (CE147639 - Absolute (in respect of River Tees) TS90 8WS
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:492: north west of A1085, Trunk EC1N 6RA DH1 5FJ (in respect of River Tees) 2 Tallis Street
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:492: (CE147639 - Absolute (in respect of River Tees) Middlesbrough (Org No. - 02366703)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:494: Tees), bed and banks thereof, 17 Charterhouse Street 15-19 Britten Street Bristol C/O: Legalinx Limited Commented JW278: Plot no longer part of River Tees
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:494: pipeline west of A1085, Trunk EC1N 6RA SW3 3TY (in respect of River Tees) 2 Tallis Street
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:494: (CE216660 - Absolute (in respect of River Tees) Middlesbrough (Org No. - 01021338)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:496: river (River Tees) bed and 17 Charterhouse Street Bristol C/O: Legalinx Limited
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:496: waterbody west of A1085, EC1N 6RA (in respect of River Tees) 2 Tallis Street
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:496: (in respect of River Tees) M50 1DT
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:496: (River Tees) west of A1085, 17 Charterhouse Street 11-12 St James's Square C/O: Legalinx Limited
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:512: pipeline east of River Tees, Middlesbrough 10 Priestley Road 10 Priestley Road London
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:513: pipeline east of River Tees, Middlesbrough 14 St. George Street 14 St. George Street London
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:514: River Tees, Redcar Middlesbrough Middlesbrough London
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:515: east of River Tees, Redcar 32 Gallowgate 32 Gallowgate London
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:518: east of River Tees, Redcar 32 Gallowgate 32 Gallowgate London
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:801: road, Stockton-on-Tees, One Chapel Place (in respect of River Tees)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:801: (in respect of River Tees)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1067: and pipelines west of River Tees, Royal College Hill
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1076: hardstanding east of River Tees, Teesdale Business Park
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1338: unnamed private road west of River Tees, SL2 5DS
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1340: of River Tees, Stockton-on-Tees Wexham Road
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1342: pipelines and hardstanding west of River Tees, Cassel Works
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1342: unnamed private road west of River Tees, Wexham Road
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1344: of River Tees, Stockton-on-Tees Wexham Road
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1378: hardstanding and pipelines west of River Tees, The Akzonobel Building of red line boundary reduction
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1393: River Tees, Stockton-on-Tees Royal College Hill
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1450: grassland and pipeline west of River Tees, (trading as Lianhetech Seal Sands)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1451: 5 216 New Rights over 461.42 square metres of river Teesside Gas Processing Plant Limited in respect of gas pipeline Commented JW187: Plot removed from DCO
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1451: (River Tees), bed and banks thereof and Suite 1, 3rd Floor
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1451: 35238.73 square metres of river (River Tees), 1 Wellheads Avenue acquisition type change
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1451: river (River Tees), bed and banks thereof and The Akzonobel Building
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1454: conveyors and hardstanding east of River Tees, Teesside Airport Business Suite
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1454: 5 227 New Rights over 134.05 square metres of river Teesside Gas Processing Plant Limited in respect of gas pipeline Commented JW190: Plot removed from DCO
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1454: (River Tees) and pipeline north west of A1085, Suite 1, 3rd Floor
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1454: (River Tees), bed and banks thereof, grassland Suite 1, 3rd Floor
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1455: 5 230 New Rights over 124.15 square metres of river Teesside Gas Processing Plant Limited in respect of gas pipeline Commented JW192: Plot removed from DCO
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1455: (River Tees), bed and banks thereof, grassland Suite 1, 3rd Floor
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1455: (Dabholm Gut) east of River Tees, Redcar Dyce
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1457: 26004.97 square metres of river (River Tees), Rooms 481 - 499 Second Floor red line boundary reduction. Plot no longer part of River
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1464: (River Tees), bed and bed thereof, jetty, Cowick Hall
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1465: (River Tees), bed and banks thereof, The Akzonobel Building
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1465: of river (River Tees) west of A1085, Trunk Suite 1, 3rd Floor
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1470: grassland and pipeline east of River Tees, Suite 1, 3rd Floor
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1484: River Tees, Redcar Newcastle Upon Tyne
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1644: metres of river (River Tees), bed and Crown
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1644: (in respect of River Tees)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1644: metres of river (River Tees), bed and Crown 14 St. George Street
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1644: Number not used (in respect of River Tees)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1644: square metres of river (River Tees), Crown red line boundary reduction
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1645: (in respect of River Tees)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1645: metres of river (River Tees), bed and Crown
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1645: (in respect of River Tees)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1645: square metres of river (River Tees), Crown red line boundary reduction
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1646: (in respect of River Tees)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1646: square metres of river (River Tees), Crown Anchor House red line boundary reduction
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1646: (in respect of River Tees)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1646: square metres of river (River Tees), Crown red line boundary reduction
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1646: (in respect of River Tees)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1646: metres of river (River Tees), and bed Crown Abbey Road
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1647: (in respect of River Tees)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1647: of river (River Tees), and bed thereof, Crown Abbey Road
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1647: (in respect of River Tees)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1647: of river (River Tees), and bed thereof, Crown Abbey Road
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1648: (in respect of River Tees)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1648: of river (River Tees), and bed thereof, Crown Abbey Road
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1648: (in respect of River Tees)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1648: of river (River Tees), and bed thereof, Crown Abbey Road
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1648: (in respect of River Tees)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1648: of river (River Tees), and bed thereof, Crown Abbey Road
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1649: Number not used (in respect of River Tees)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1649: of river (River Tees), and bed thereof, Crown Abbey Road
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1649: (in respect of River Tees)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1649: of river (River Tees), and bed thereof, Crown Abbey Road
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1650: (in respect of River Tees)
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1650: of river (River Tees), and bed thereof, Crown Anchor House
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1650: (in respect of River Tees) EC2N 4AG
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1650: metres of river (River Tees), bed and Crown
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1651: (in respect of River Tees)
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:22:The Development Corporation area lies within the borough of Redcar and Cleveland, at the mouth of the River Tees within the region’s major industrial zone. The town of Redcar lies to the east of the
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:22:South Gare and Coatham Sands and along the River Tees
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:23:Being at the mouth of the River Tees, the South Tees national rail connectivity for passengers and freight, with and wider UK economies, with particular specialisms in The Tees Valley does however have strengths in
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:23:scale industrial centre of excellence on the River Tees. nationally, necessitating an additional 28,500 residents
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:26:On the opposite side of the River Tees lies the North handling agreement to provide port and ship
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:26:River Tees within the heart of the STDC area. It is a major uses, which could complement the STDC offer.
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:27: BOC occupies land at Teesport, as a tenant of PD Ports, These cross the River Tees, via tunnels, to industrial
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:34:This area is owned by STDC and is shaped by the passenger railway corridor, the physical constraint of a South Gare is an area of reclaimed land and breakwater at the mouth of the River Tees, constructed
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:38: platforms for an improved local and national service and Located at the mouth of the River Tees, and
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:42:Network Rail corridor that traverses the site and intra- 2.08.3.1 PD PORTS TEESPORT deepest water on the River Tees. Lying at the mouth of offers firm potential for increasing berthing capacity
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:42:railway. Additionally, the neighbouring Wilton International a depth alongside of between 10.9 metres - The loading of rail wagons is carried out by overhead 2.08.3.4 RIVER TEES CHANNEL
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:42:across the South Tees area from private rail connections. • Three Ro-Ro berths, two within the main port loading of rail wagons is achieved by bottom discharge Tees area, the River Tees channel is maintained
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:45: side of the River Tees. The Sembcorp corridor also positive drainage systems in place and simply rely upon
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:45: River Tees near South Bank Wharf, via Tunnel No.1.
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:50:The River Tees forms the north western boundary of the
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:50:towards the River Tees, all of which have been
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:50:watercourses that outfall into the River Tees directly
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:52:An initial high level flood risk assessment of the STDC discharges into the Tees Estuary through four pipes with the area, along with potential flow diversions and The River Tees ‘main river’ forms the north-western
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:52:Historically, tidal Flooding from the River Tees has been would improving channel conveyance and storage. significant, but localised flood risk for the 1 in 200 culverts across the area which will provide an opportunity to
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:52:REDCAR BULK TERMINAL (RBT) Fleet discharge pipes provide a potential flood risk with areas and ensuring that the defences to the River Tees
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:52:the River Tees, from possible breaches in the dunes at considered in tandem with improvements to the River Tees
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:52:flooding in this area around the river channel. The Fleet View from the River Tees across the Redcar Site
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:54:deposits from the former estuary, and beneath that is to the River Tees. The bedrock beneath is the Mercia contaminated elements across the site; work is ongoing
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:54:ongoing prior to discharge to the River Tees. The the removal of coal tar, ammonia, phenol, naphthalene,
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:56:form part of the Teesmouth and Cleveland Coast SPA, on the River Tees. There is the potential for otter using are species of principal importance in England.
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:60:including those to the north of the River Tees, which
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:156:overflow discharge into the River Tees. The stormwater of the NW facility, resulting in higher effluent water
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:19: foundations and the crossing of the River Tees or any other
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:37: across the River Tees in order to minimise disturbance to riverine
EN010103-001983-NZT DCO 8.3 - STDC SoCG - August 2022(D5) - Tracked.pdf:5: the connections under the tidal River Tees), a high-
EN010103-001983-NZT DCO 8.3 - STDC SoCG - August 2022(D5) - Tracked.pdf:7: the River Tees, in the Borough of Redcar and Cleveland. The majority of this land was
EN010103-001568-NZT DCO 8.26 - Sembcorp Utilities (UK) Ltd SoCG - May 2022.pdf:6: CO2 Gathering Network across the River Tees through the Sembcorp Tunnel
EN010103-001568-NZT DCO 8.26 - Sembcorp Utilities (UK) Ltd SoCG - May 2022.pdf:6: gas plant (north Tees) under the River Tees to Bran Sands (Sembcorp Gas
EN010103-001568-NZT DCO 8.26 - Sembcorp Utilities (UK) Ltd SoCG - May 2022.pdf:7: Sembcorp Gas Pipeline under the River Tees to Bran Sands and then via a new
EN010103-001568-NZT DCO 8.26 - Sembcorp Utilities (UK) Ltd SoCG - May 2022.pdf:8:2021) Gut to provide optionality for crossing the River Tees and the
EN010103-001258-220204 - NZT DCO - Response to ExA let_31.01.22_re timing of PM_Exam - Final.pdf:2: the River Tees crossings.
EN010103-001258-220204 - NZT DCO - Response to ExA let_31.01.22_re timing of PM_Exam - Final.pdf:3:The land required for the River Tees crossings would be reduced in area and would (where retained)
EN010103-002521-NZT DCO 9.48 - Applicants' Comments on D11 Submissons - Nov 2022 (D12).pdf:6: Borough Councils, including crossings beneath the River Tees.
EN010103-001212-NZT DCO 1.6 - Signposting Document re Update Application Documents - Final.pdf:14: pipeline under the River Tees are Habitats Regulations Assessment Report have been October 2021 Rev. 2.0
EN010103-001120-NZT DCO 6.4.36 ES Vol III Appendix 16A Transportation Assessment Part 1.pdf:2:Diagram 16A- 17: Accident Study Area 2 – North of the River Tees ……………….. 16-32
EN010103-001120-NZT DCO 6.4.36 ES Vol III Appendix 16A Transportation Assessment Part 1.pdf:9: south of the River Tees as shown on Diagram 16A-1.
EN010103-001120-NZT DCO 6.4.36 ES Vol III Appendix 16A Transportation Assessment Part 1.pdf:35: to the north of the River Tees. The study area incorporates the following links
EN010103-001120-NZT DCO 6.4.36 ES Vol III Appendix 16A Transportation Assessment Part 1.pdf:36:Diagram 16A- 17: Accident Study Area 2 – North of the River Tees
EN010103-001120-NZT DCO 6.4.36 ES Vol III Appendix 16A Transportation Assessment Part 1.pdf:41: the Seal Sands industrial area and cross under the River Tees before
EN010103-001120-NZT DCO 6.4.36 ES Vol III Appendix 16A Transportation Assessment Part 1.pdf:42:16.6.5 The routeing of the CO2 Gathering Network across the River Tees will be
EN010103-001120-NZT DCO 6.4.36 ES Vol III Appendix 16A Transportation Assessment Part 1.pdf:42: Sembcorp pipeline crosses the river Tees and lands on the north bank of
EN010103-001120-NZT DCO 6.4.36 ES Vol III Appendix 16A Transportation Assessment Part 1.pdf:43: River Tees are shown in Diagram 16A-19.
EN010103-001120-NZT DCO 6.4.36 ES Vol III Appendix 16A Transportation Assessment Part 1.pdf:45: to the south of the River Tees will access the Site via the existing entrance
EN010103-001120-NZT DCO 6.4.36 ES Vol III Appendix 16A Transportation Assessment Part 1.pdf:45: Complex. Pipeline workers working to the north of the River Tees would go
EN010103-001120-NZT DCO 6.4.36 ES Vol III Appendix 16A Transportation Assessment Part 1.pdf:48: excavation under the River Tees.
EN010103-001120-NZT DCO 6.4.36 ES Vol III Appendix 16A Transportation Assessment Part 1.pdf:85:Central Area Transmission System gas processing terminal to the north of the River Tees, approximately 3.7 km
EN010103-001120-NZT DCO 6.4.36 ES Vol III Appendix 16A Transportation Assessment Part 1.pdf:90:Central Area Transmission System gas processing terminal to the north of the River Tees, approximately 3.7 km
EN010103-001120-NZT DCO 6.4.36 ES Vol III Appendix 16A Transportation Assessment Part 1.pdf:96:ATC counts will be undertaken to the north of the River Tees at the following locations:
EN010103-001854-8.3 - STDC SoCG (Tracked) - June 2022(D3).pdf:5: the connections under the tidal River Tees), a high-
EN010103-001854-8.3 - STDC SoCG (Tracked) - June 2022(D3).pdf:7: the River Tees, in the Borough of Redcar and Cleveland. The majority of this land was
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:9: River Tees in the borough of Redcar and
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:21: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:22: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:22: Borough Council. At this location the River Tees is tidal. In addition, there are
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:24: on-Tees, including crossings beneath the River Tees.
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:24: River Tees, across the Tees to the PCC Site (Work No. 6).
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:28: along the south bank of the River Tees from Middlesbrough up to Redcar. At the
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:28: 1979 and located near the mouth of the River Tees, the Redcar blast furnace, which
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:32: either side of the River Tees. RCBC and STBC represent the ‘host local authorities’
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:32: of land south of the River Tees within the administrative boundary of RCBC. The
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:40: transport the captured CO2 (including connections under the tidal River Tees);
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:55: Marine Area (within or under the tidal River Tees and also within the North Sea).
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:56: tidal rivers, including the River Tees.
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:57: High Water Springs (‘MHWS’) within the foreshore area and the tidal River Tees.
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:95:6.2.41 The PCC Site and the connection corridors on the south bank of the River Tees are
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:96: Drilling (‘HDD’) crossing of the River Tees required for Option 2 for the CO2 Gathering
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:100: connections that cross the River Tees and the CO2 Export Pipeline which crosses
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:125: and 3 in England should be The PCC Site and the connection corridors on the south bank of the River Tees
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:125: flooding and not result in an increased Horizontal Directional Drilling (‘HDD’) crossing of the River Tees required for
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:192: the River Tees (e.g.
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:205: connections under the tidal River Tees);
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:241: (draft EN-1, 4.4) relevant Marine Plans. has three main tidal rivers, including the River Tees.
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:243: and parts of the tidal River Tees.
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:245:paras 4.8.6 - 4.8.8) intended to be transported and and the tidal River Tees.
EN010103-001765-NZT DCO 9.8 - Appendix PPL.1.3b - South Tees Area SPD - June 2022.pdf:8: 1.15 The River Tees has long been a major economic driver for the Tees Valley. For
EN010103-001765-NZT DCO 9.8 - Appendix PPL.1.3b - South Tees Area SPD - June 2022.pdf:8: of the River Tees towards the outer limits of Middlesbrough to the south and
EN010103-001765-NZT DCO 9.8 - Appendix PPL.1.3b - South Tees Area SPD - June 2022.pdf:18: the STDC, will seek to capitalise on the Area's location adjacent to the River Tees
EN010103-001765-NZT DCO 9.8 - Appendix PPL.1.3b - South Tees Area SPD - June 2022.pdf:46: drainage networks in the area and overflow discharge into the River Tees. The
EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:6: Middlesbrough, where the River Tees meets the North Sea. The Proposed
EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:12: porpoise are known to regularly forage within the lower stretches of the River Tees
EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:42:4.2.31 The CO2 Gathering Network Pipeline will cross the River Tees in the existing
EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:42: construction through the River Tees in order to install this aspect of the Proposed
EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:43: on the western side of the River Tees, supports a breeding colony of harbour seal.
EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:45:4.2.44 Since the CO2 Gathering Network Pipeline will cross the River Tees in the existing
EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:45: through the River Tees in order to install this aspect of the Proposed Development
EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:51:4.3.16 The CCGT unit will be cooled with water abstracted from the River Tees as a worst-
EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:58: Seal Sands Industrial Estate, before crossing the River Tees and reaching the PCC Site.
EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:58: Therefore, relatively narrow bands of Saltholme Reservoir and the River Tees would
EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:59:6.1.16 The CO2 Gathering Network Pipeline will cross the River Tees in the existing
EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:65: the proximity of the Proposed Development to Coatham Sands and the River Tees,
EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:66: Cleveland Coast SPA / Ramsar, including the River Tees, ditches, ponds in the
EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:66:6.1.45 Given the Proposed Development’s proximity to the River Tees and its hydrological
EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:76: Plan Document (DPD) contains the a) to the south of the River Tees - the land located around Teesport, Smiths Dock
EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:76: management of waste. It consists of b) to the north of the River Tees - the land located around the Graythorp and
EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:76: DPD and the Mineral and Waste c) to the north of the River Tees - the land located around the Port Clarence,
EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:78: proposals (such as to secure an additional strategic road crossing of the River Tees). No potential
EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:78: Proposed Development directly adjacent to the River Tees. It follows that the main relevant
EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:96: g. Paragraph 4.2.30 and 4.2.31 discuss the construction of the gas pipeline below the River Tees in relation to the foraging terns and the CO2 export pipeline
EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:108: arise due to the drilling of the CO2 gathering network below the River Tees as this will not be in the water column.
EN010103-001905-NZT DCO 8.23 - NPL Waste Management SoCG (Tracked) - July 2022 (D4).pdf:4: the tidal River Tees), a high-pressure carbon
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:268: pipelines west of River Tees, Oliver Road Oliver Road
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:285: of River Tees, Stockton-on- Oliver Road Oliver Road
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:290: west of River Tees, Stockton- Grays Grays
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:370: river (River Tees), Billingham, Environment Agency Environment Agency
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:370: (in respect of River Tees) (in respect of River Tees)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:371: Redcar, other than interests One Chapel Place (in respect of River Tees)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:371: (in respect of River Tees)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:371: Trunk Road, Redcar, other One Chapel Place W1S 1FE (in respect of River Tees)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:371: (in respect of River Tees)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:372: Redcar, other than interests One Chapel Place (in respect of River Tees)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:372: (in respect of River Tees) (in respect of gas pipeline)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:373: Trunk Road, Redcar, other One Chapel Place (in respect of River Tees)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:373: (in respect of River Tees) (Org No. - 00358535)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:376: Redcar, other than interests One Chapel Place (in respect of River Tees) (Org No. - 7251600)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:376: (in respect of River Tees)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:376: Trunk Road, Redcar, other One Chapel Place SW3 3TY (in respect of River Tees) (Org No. - 7251600)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:377: (in respect of River Tees)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:377: Redcar, other than interests One Chapel Place (in respect of River Tees) (Org No. - 7251600)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:377: (in respect of River Tees)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:377: River Tees, Redcar TS2 1AH 32 Gallowgate 32 Gallowgate EC2N 4AA
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:378: River Tees, Redcar Newcastle Upon Tyne Newcastle Upon Tyne EC1N 6RA
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:378: Redcar (Org No. - 02636007) (in respect of River Tees) (Org No. - 00995939)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:379: (in respect of River Tees) Asda House
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:379: river (River Tees), bed and TS2 1AH BS1 5AH EC2N 4AA
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:379: banks thereof west of A1085, (Org No. - 02636007) (in respect of River Tees) (Org No. - 00995939)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:380: (in respect of River Tees) South Bank
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:380: Trunk Road, Redcar (Org No. - 02636007) (in respect of River Tees) (Org No. - 00995939)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:380: (in respect of River Tees) South Bank
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:381: (Org No. - 02636007) Guildford (in respect of River Tees) (Org No. - 00995939)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:381: (in respect of River Tees) Guildford South Bank
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:383: metres of river (River Tees), 17-27 Queen's Square Transportation Limited Horizon House 100 Bishopsgate
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:383: of A1085, Trunk Road, Redcar (Org No. - 02636007) W1S 1FE (in respect of River Tees) (Org No. - 00995939)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:383: (in respect of River Tees) W1S 1FE South Bank
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:384: of A1085, Trunk Road, Redcar (Org No. - 02636007) Guildford (in respect of River Tees) (Org No. - 00995939)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:384: (CE240968 - Absolute (in respect of River Tees) 14 St. George Street Guildford 29-00 Ocean Financial
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:385: north west of A1085, Trunk One Chapel Place DH1 5FJ (in respect of River Tees) (Org No. - 7251600)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:385: (in respect of River Tees)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:386: of River Tees, Redcar Wilton International BS1 5AH EC1N 6RA
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:389: metres of river (River Tees), Majesty in Right of Her Limited Horizon House 17 Charterhouse Street
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:389: north west of A1085, Trunk One Chapel Place DH1 5FJ (in respect of River Tees) (Org No. - 7251600)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:389: (in respect of River Tees)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:389: metres of river (River Tees), Majesty in Right of Her Limited Horizon House 17 Charterhouse Street
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:389: north west of A1085, Trunk One Chapel Place DH1 5FJ (in respect of River Tees) (Org No. - 7251600)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:389: (in respect of River Tees)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:390: metres of river (River Tees), Majesty in Right of Her Limited Horizon House 17 Charterhouse Street
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:390: north west of A1085, Trunk One Chapel Place DH1 5FJ (in respect of River Tees) (Org No. - 7251600)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:390: (in respect of River Tees)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:390: metres of river (River Tees), Majesty in Right of Her Limited Horizon House 17 Charterhouse Street
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:390: north west of A1085, Trunk One Chapel Place DH1 5FJ (in respect of River Tees) (Org No. - 7251600)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:390: (in respect of River Tees)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:390: metres of river (River Tees), Ports Limited Horizon House Limited
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:391: EC1N 6RA (in respect of River Tees) 2 Tallis Street
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:391: (in respect of River Tees) M50 1DT
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:391: metres of river (River Tees), Majesty in Right of Her Limited Horizon House 17 Charterhouse Street
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:391: north west of A1085, Trunk One Chapel Place DH1 5FJ (in respect of River Tees) (Org No. - 7251600)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:391: (CE197113 - Good Leasehold) (in respect of River Tees)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:391: metres of river (River Tees), Ports Limited Horizon House Limited
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:392: and apparatus north west of EC1N 6RA (in respect of River Tees) 2 Tallis Street
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:392: (in respect of River Tees) M50 1DT
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:392: metres of river (River Tees), Majesty in Right of Her Limited Horizon House 17 Charterhouse Street
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:392: north west of A1085, Trunk One Chapel Place DH1 5FJ (in respect of River Tees) (Org No. - 7251600)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:392: (CE197113 - Good Leasehold) (in respect of River Tees)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:392: metres of river (River Tees), Ports Limited Horizon House Limited
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:392: EC1N 6RA (in respect of River Tees) 2 Tallis Street
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:393: (in respect of River Tees) (Org No. - 02152229)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:393: metres of river (River Tees), Ports Limited Limited Horizon House Limited
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:393: north west of A1085, Trunk EC1N 6RA DH1 5FJ (in respect of River Tees) 2 Tallis Street
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:393: (CE197113 - Good Leasehold) (in respect of River Tees) (Org No. - 02366703)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:394: metres of river (River Tees), Majesty in Right of Her Limited Horizon House 17 Charterhouse Street
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:394: north west of A1085, Trunk One Chapel Place DH1 5FJ (in respect of River Tees) (Org No. - 7251600)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:394: (in respect of River Tees)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:394: metres of river (River Tees), Ports Limited Horizon House Limited
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:394: north west of A1085, Trunk EC1N 6RA (in respect of River Tees) 2 Tallis Street
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:394: (in respect of River Tees) M50 1DT
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:394: metres of river (River Tees), Majesty in Right of Her Anchor House Horizon House 17 Charterhouse Street
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:395: north west of A1085, Trunk One Chapel Place SW3 3TY (in respect of River Tees) (Org No. - 7251600)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:395: (CE216557 - Absolute (in respect of River Tees) (Org No. - 03531783)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:395: metres of river (River Tees), Ports Limited Limited Horizon House Limited
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:396: north west of A1085, Trunk (Org No. - 08270855) (Org No. - 02366703) (in respect of River Tees) Temple
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:396: (in respect of River Tees) DH1 5FJ
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:396: metres of river (River Tees), Ports Limited Limited Horizon House Limited
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:396: north west of A1085, Trunk EC1N 6RA DH1 5FJ (in respect of River Tees) 2 Tallis Street
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:396: (in respect of River Tees) (Org No. - 02366703)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:397: metres of river (River Tees), Ports Limited Horizon House Limited
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:397: north west of A1085, Trunk EC1N 6RA (in respect of River Tees) 2 Tallis Street
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:397: (in respect of River Tees) M50 1DT
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:397: metres of river (River Tees), Ports Limited Limited Horizon House Limited
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:397: north west of A1085, Trunk EC1N 6RA DH1 5FJ (in respect of River Tees) 2 Tallis Street
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:398: (in respect of River Tees) (Org No. - 02152229)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:398: metres of river (River Tees), Ports Limited Anchor House Horizon House Limited
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:398: A1085, Trunk Road, Redcar EC1N 6RA SW3 3TY (in respect of River Tees) 2 Tallis Street
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:398: Leasehold) (in respect of River Tees) EC2N 4AG (Org No. - 01021338)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:399: metres of river (River Tees), Ports Limited Limited Horizon House Limited
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:399: north west of A1085, Trunk EC1N 6RA DH1 5FJ (in respect of River Tees) 2 Tallis Street
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:399: (in respect of River Tees) (Org No. - 02366703)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:400: waterbody, pipelines and EC1N 6RA Middlesbrough (in respect of River Tees)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:400: Leasehold) (in respect of River Tees) TS90 8WS
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:407: north west of A1085, Trunk EC1N 6RA DH1 5FJ (in respect of River Tees) 2 Tallis Street
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:407: (CE147639 - Absolute (in respect of River Tees) Middlesbrough (Org No. - 02366703)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:409: pipeline west of A1085, Trunk EC1N 6RA SW3 3TY (in respect of River Tees) 2 Tallis Street
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:409: (CE216660 - Absolute (in respect of River Tees) Middlesbrough (Org No. - 01021338)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:411: west of A1085, Trunk Road, EC1N 6RA (in respect of River Tees) 2 Tallis Street
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:411: (in respect of River Tees) M50 1DT
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:411: (River Tees) west of A1085, 17 Charterhouse Street 11-12 St James's Square C/O: Legalinx Limited
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:427: pipeline east of River Tees, Middlesbrough 10 Priestley Road 10 Priestley Road London
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:428: pipeline east of River Tees, Middlesbrough 14 St. George Street 14 St. George Street London
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:429: River Tees, Redcar Middlesbrough Middlesbrough London
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:430: east of River Tees, Redcar 32 Gallowgate 32 Gallowgate London
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:433: east of River Tees, Redcar 32 Gallowgate 32 Gallowgate London
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:669: Middlesbrough TS2 1UA, London (in respect of River Tees)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:669: (in respect of River Tees)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:965: private road west of River Tees, Stockton- Slough
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:967: private road west of River Tees, Stockton- Wexham Road
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1012: of River Tees, Stockton-on-Tees Royal College Hill
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1058: grassland and pipeline west of River Tees, (trading as Lianhetech Seal Sands)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1058: river (River Tees), bed and banks thereof Suite 1, 3rd Floor
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1058: of river (River Tees), bed and banks thereof 1 Wellheads Avenue
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1059: river (River Tees), bed and banks thereof The Akzonobel Building
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1061: River Tees, Redcar Teesdale Business Park
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1061: river (River Tees) and pipeline north west Suite 1, 3rd Floor
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1061: river (River Tees), bed and banks thereof, Suite 1, 3rd Floor
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1062: river (River Tees), bed and banks thereof, Suite 1, 3rd Floor
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1062: River Tees, Redcar Dyce
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1064: of river (River Tees), bed and banks Level 20
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1068: river (River Tees), bed and bed thereof, Cowick Hall
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1069: river (River Tees), bed and banks thereof, The Akzonobel Building
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1069: banks of river (River Tees) west of A1085, Suite 1, 3rd Floor
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1074: grassland and pipeline east of River Tees, Suite 1, 3rd Floor
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1087: east of River Tees, Redcar Newcastle Upon Tyne
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1239: metres of river (River Tees), bed and Crown
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1239: (in respect of River Tees)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1239: metres of river (River Tees), bed and Crown 14 St. George Street
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1239: (in respect of River Tees)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1239: metres of river (River Tees), bed and Crown
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1240: (in respect of River Tees)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1240: metres of river (River Tees), bed and Crown
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1240: (in respect of River Tees)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1240: metres of river (River Tees), bed and Crown
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1240: (in respect of River Tees)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1241: metres of river (River Tees), bed and Crown Anchor House
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1241: (in respect of River Tees)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1241: metres of river (River Tees), and bed Crown
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1241: (in respect of River Tees)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1241: metres of river (River Tees), and bed Crown Abbey Road
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1242: (in respect of River Tees)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1242: of river (River Tees), and bed thereof, Crown Abbey Road
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1242: (in respect of River Tees)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1242: of river (River Tees), and bed thereof, Crown Abbey Road
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1242: (in respect of River Tees)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1242: of river (River Tees), and bed thereof, Crown Abbey Road
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1243: (in respect of River Tees)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1243: of river (River Tees), and bed thereof, Crown Abbey Road
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1243: (in respect of River Tees)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1243: of river (River Tees), and bed thereof, Crown Abbey Road
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1244: (in respect of River Tees)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1244: of river (River Tees), and bed thereof, Crown Abbey Road
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1244: (in respect of River Tees)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1244: of river (River Tees), and bed thereof, Crown Abbey Road
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1244: (in respect of River Tees)
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1244: of river (River Tees), and bed thereof, Crown Anchor House
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1245: (in respect of River Tees) EC2N 4AG
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1245: of river (River Tees), bed and banks Crown
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:1246: (in respect of River Tees)
EN010103-001156-NZT DCO 5.12 - Landscape and Biodiversity Strategy.pdf:6: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-001156-NZT DCO 5.12 - Landscape and Biodiversity Strategy.pdf:7: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-001156-NZT DCO 5.12 - Landscape and Biodiversity Strategy.pdf:7: Borough Council. At this location, the River Tees is tidal. In addition, there are
EN010103-001156-NZT DCO 5.12 - Landscape and Biodiversity Strategy.pdf:8: a CO2 gathering network (including connections under the tidal River Tees) to
EN010103-001156-NZT DCO 5.12 - Landscape and Biodiversity Strategy.pdf:8: Stockton-on-Tees, including crossings beneath the River Tees.
EN010103-001156-NZT DCO 5.12 - Landscape and Biodiversity Strategy.pdf:23: River Tees and the biodiversity value.
EN010103-001139-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 1.pdf:2:surveys in the River Tees. Data has been reported for a range of survey methods
EN010103-001139-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 1.pdf:2:(2019a) TraC surveys in the lower reaches of the River Tees. ………………………. 14-24
EN010103-001139-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 1.pdf:2:surveys in the lower reaches of the River Tees (1985 – 2018). Fish species in the
EN010103-001139-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 1.pdf:2:(2019a) TraC surveys in the middle reaches of the River Tees. …………………….. 14-26
EN010103-001139-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 1.pdf:2:surveys in the middle reaches of the River Tees (1981 – 2015). Fish species in the
EN010103-001139-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 1.pdf:2:(2019a) TraC surveys in the upper reaches of the River Tees. ……………………… 14-28
EN010103-001139-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 1.pdf:3:surveys in the upper reaches of the River Tees (1982 – 1996). Fish species in the
EN010103-001139-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 1.pdf:3:Figure 14B-19: Summary of salmon and sea trout rod catches from the river Tees
EN010103-001139-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 1.pdf:3:Agency (2019a) TraC surveys in the three reaches of the River Tees. ……………. 14-44
EN010103-001139-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 1.pdf:3:(Clupea harengus) in Environment Agency (2019a) TraC surveys in the River Tees.
EN010103-001139-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 1.pdf:3:(Sprattus sprattus) in Environment Agency (2019a) TraC surveys in the River Tees.
EN010103-001139-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 1.pdf:3:(Gadus morhua) in Environment Agency (2019a) TraC surveys in the River Tees.
EN010103-001139-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 1.pdf:4:River Tees. Data has been presented for the first 95% of fish counts. ……………. 14-58
EN010103-001139-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 1.pdf:4:the River Tees for 2009 to 2018. Data has been reported for a range of survey
EN010103-001139-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 1.pdf:5: the River Tees, the Tees estuary, and the wider coastal area up to and
EN010103-001139-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 1.pdf:11: Sea, as well as the populations of diadromous fish using the River Tees.
EN010103-001139-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 1.pdf:11: ─ Environment Agency (2009) River Tees Salmon Action Plan which
EN010103-001139-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 1.pdf:11: freshwater fish counts for species within the River Tees;
EN010103-001139-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 1.pdf:13: river lamprey (Lampetra fluviatilis). Furthermore, the River Tees is also
EN010103-001139-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 1.pdf:17:14.4.4 Diadromous fish are known to transit through the River Tees and estuary
EN010103-001139-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 1.pdf:17: The River Tees includes a tidal barrage which was constructed across the
EN010103-001139-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 1.pdf:17: tracking study of fish passage at the River Tees Barrage, conducted by
EN010103-000907-NZT DCO 6.2.23 ES Vol I Chapter 23 Population and Human Health.pdf:19: to the east of the Redcar Bulk Terminal, on the south bank of the River Tees
EN010103-002180-NZT DCO 8.36 - Statement of Commonality - Sept 2022(D7).pdf:5: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-002517-NZT DCO 8.36 - Statement of Commonality - Nov 2022 (D12).pdf:5: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-002515-NZT DCO 8.30 - NTG SoCG (Clean) - Nov 2022 D12.pdf:5: the tidal River Tees), a high-pressure carbon
EN010103-001976-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Clean.pdf:6: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-001976-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Clean.pdf:7: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-001976-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Clean.pdf:7: Borough Council. At this location, the River Tees is tidal. In addition, there are
EN010103-001976-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Clean.pdf:8: River Tees) to collect and transport the captured CO2 from industrial emitters
EN010103-001976-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Clean.pdf:8: Tees, including crossings beneath the River Tees.
EN010103-001976-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Clean.pdf:24: River Tees and the biodiversity value.
EN010103-002422-NZT DCO 9.47 - Sensitivity Assessment of Construction Programme - Oct 2022 (D11).pdf:6: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-002422-NZT DCO 9.47 - Sensitivity Assessment of Construction Programme - Oct 2022 (D11).pdf:15: PCC site and works south of the River Tees
EN010103-002422-NZT DCO 9.47 - Sensitivity Assessment of Construction Programme - Oct 2022 (D11).pdf:15: environmental impact for the PCC site and works south of the River Tees. With
EN010103-002422-NZT DCO 9.47 - Sensitivity Assessment of Construction Programme - Oct 2022 (D11).pdf:16: Natural Gas Connection (north of the river Tees)
EN010103-002422-NZT DCO 9.47 - Sensitivity Assessment of Construction Programme - Oct 2022 (D11).pdf:16: connection (north of the river Tees). With reference to Table 16-15 of ES Vol I
EN010103-002185-NZT DCO - 9.34 Updated List of Developments - Response to SWQ GEN.2.2(i) - Sept 2022 (D7).pdf:4: tidal River Tees) to collect and transport the captured CO2 from
EN010103-002185-NZT DCO - 9.34 Updated List of Developments - Response to SWQ GEN.2.2(i) - Sept 2022 (D7).pdf:17: River Tees. of 12m tons per annum (dry weight). It is the intention that all works will be assume that construction of ES submitted
EN010103-002185-NZT DCO - 9.34 Updated List of Developments - Response to SWQ GEN.2.2(i) - Sept 2022 (D7).pdf:25: Teesside on the south bank of the River Tees. years.“ planning documentation,
EN010103-001480-NZT DCO 5.6 Gas Connection Statement Changes Rev 2 Final 2022-04-26 Tracked Changes.pdf:4: River Tees to nearby Northumbrian Water Limited’s Wastewater Treatment at Bran
EN010103-001480-NZT DCO 5.6 Gas Connection Statement Changes Rev 2 Final 2022-04-26 Tracked Changes.pdf:8: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-001480-NZT DCO 5.6 Gas Connection Statement Changes Rev 2 Final 2022-04-26 Tracked Changes.pdf:9: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-001480-NZT DCO 5.6 Gas Connection Statement Changes Rev 2 Final 2022-04-26 Tracked Changes.pdf:9: Borough Council. At this location, the River Tees is tidal. In addition, there are
EN010103-001480-NZT DCO 5.6 Gas Connection Statement Changes Rev 2 Final 2022-04-26 Tracked Changes.pdf:10: • a CO2 gathering network (including connections under the tidal River Tees) to
EN010103-001480-NZT DCO 5.6 Gas Connection Statement Changes Rev 2 Final 2022-04-26 Tracked Changes.pdf:10: Stockton-on-Tees, including crossings beneath the River Tees.
EN010103-001480-NZT DCO 5.6 Gas Connection Statement Changes Rev 2 Final 2022-04-26 Tracked Changes.pdf:12: Terminals) and then beneath the River Tees in a new micro- bored tunnel direct to
EN010103-001480-NZT DCO 5.6 Gas Connection Statement Changes Rev 2 Final 2022-04-26 Tracked Changes.pdf:17: River Tees Trenchless Crossings
EN010103-001480-NZT DCO 5.6 Gas Connection Statement Changes Rev 2 Final 2022-04-26 Tracked Changes.pdf:17:5.2.9 For Option 1 above, the preferred option for crossing the River Tees is using a Micro-
EN010103-001480-NZT DCO 5.6 Gas Connection Statement Changes Rev 2 Final 2022-04-26 Tracked Changes.pdf:17: of the MBT across the River Tees, additional land will also be temporarily required
EN010103-000896-NZT DCO 6.2.4 ES Vol I Chapter 4 Proposed Development.pdf:12: Sands industrial area and cross under the River Tees before entering the PCC
EN010103-000896-NZT DCO 6.2.4 ES Vol I Chapter 4 Proposed Development.pdf:12:4.3.40 The routeing of the CO2 Gathering Network across the River Tees will be
EN010103-000896-NZT DCO 6.2.4 ES Vol I Chapter 4 Proposed Development.pdf:15: Sembcorp pipeline crosses the river Tees and lands on the north bank
EN010103-000896-NZT DCO 6.2.4 ES Vol I Chapter 4 Proposed Development.pdf:27: crossings underneath the tidal River Tees using either a micro-bored tunnel
EN010103-001894-NZT DCO 8.2 - STBC SoCG (Clean) July 2022(D4) -.pdf:6: River Tees) to collect and transport the captured CO2 from industrial emitters
EN010103-001894-NZT DCO 8.2 - STBC SoCG (Clean) July 2022(D4) -.pdf:6: including crossings beneath the River Tees.
EN010103-001894-NZT DCO 8.2 - STBC SoCG (Clean) July 2022(D4) -.pdf:6: administrative boundary on the southern side of the River Tees, some parts of the
EN010103-002635-NZT DCO 8.4 - MMO SoCG - Final (signed) - Nov 2022 (D13).pdf:5: the tidal River Tees), a high-pressure carbon
EN010103-002635-NZT DCO 8.4 - MMO SoCG - Final (signed) - Nov 2022 (D13).pdf:9: Tees, including crossings beneath the River Tees.
EN010103-002635-NZT DCO 8.4 - MMO SoCG - Final (signed) - Nov 2022 (D13).pdf:19: Fish impingement or marine from the River Tees as cooling water (which will instead be
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:6: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:7: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:7: Borough Council. At this location the River Tees is tidal. In addition, there are
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:8: • a CO2 gathering network (including connections under the tidal River Tees) to
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:8: Tees, including crossings beneath the River Tees.
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:22: River Tees);
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:26:Tel 01642 780376 under the tidal River Tees);
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:38:on Teesside to transport the captured CO2 (including the connections under the tidal River Tees); a CO2
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:39:parts of the Project within or affecting the tidal section of the River Tees or other sections of the UK
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:49:River Tees); a CO2 gathering and compression station to receive the consultation@netzeroteesside.co.uk. Visiting arrangements will be
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:49:the Project within or affecting the tidal section of the River Tees or
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:50: on 01642 526708. Anyone who wishes to make a representation the captured CO2 (including the connections under the tidal River Tees); a CO2 gathering and compression
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:50: REDCAR AND CLEVELAND BOROUGH COUNCIL or affecting the tidal section of the River Tees or other sections of the UK Marine Area; the construction,
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:51:Date 16 July 2020 the captured CO2 (including the connections under the tidal River Tees); a CO2 gathering and compression
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:51: or affecting the tidal section of the River Tees or other sections of the UK Marine Area; the construction,
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:53: facilities on Teesside to transport the captured CO2 (including the connections under the tidal River Tees); a CO2 gathering and compression station to receive the captured CO2 from the gathering
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:53: parts of the Project within or affecting the tidal section of the River Tees or other sections of the UK Marine Area; the construction, operation and maintenance of associated development, including, but
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:59:on Teesside to transport the captured CO2 (including the connections under the tidal River Tees); a CO2
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:60:parts of the Project within or affecting the tidal section of the River Tees or other sections of the UK
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:96:on Teesside to transport the captured CO2 (including the connections under the tidal River Tees); a CO2
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:97:parts of the Project within or affecting the tidal section of the River Tees or other sections of the UK
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:101:Teesside to transport the captured CO2 (including the connections under the tidal River Tees); a CO2
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:102:parts of the Project within or affecting the tidal section of the River Tees or other sections of the UK
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:116:on Teesside to transport the captured CO2 (including the connections under the tidal River Tees); a CO2
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:117:parts of the Project within or affecting the tidal section of the River Tees or other sections of the UK
EN010103-002516-NZT DCO 8.30 - NTG SoCG (Tracked) - Nov 2022 D12.pdf:5: the tidal River Tees), a high-pressure carbon
EN010103-002239-NZT DCO 8.6 - Natural England SoCG (Clean) - Sept 2022(D8).pdf:5: the tidal River Tees), a high-pressure carbon
EN010103-002239-NZT DCO 8.6 - Natural England SoCG (Clean) - Sept 2022(D8).pdf:15: SPA / Ramsar), before crossing the River Tees and reaching the
EN010103-001143-NZT DCO 6.4.32 ES Vol III Appendix 14D Subtidal Benthic Ecology.pdf:5: Tees Estuary, along the south bank of the River Tees and adjacent to Paddy’s
EN010103-001143-NZT DCO 6.4.32 ES Vol III Appendix 14D Subtidal Benthic Ecology.pdf:35:14.4.2 Stations sampled on the south bank of the River Tees within the mouth of
EN010103-002637-NZT DCO 8.6 - Natural England SoCG - Final (signed) - Oct 2022 (D13).pdf:5: the tidal River Tees), a high-pressure carbon
EN010103-002637-NZT DCO 8.6 - Natural England SoCG - Final (signed) - Oct 2022 (D13).pdf:16: SPA / Ramsar), before crossing the River Tees and reaching the
EN010103-001786-NZT DCO 8.30 - NTL, NTLL and NTRL SoCG - June 2022 (Clean).pdf:5: the tidal River Tees), a high-pressure carbon
EN010103-002530-NZT DCO 3.1 - Book of Reference (Clean) Nov 2022 (D12).pdf:255: River Tees, Stockton-on-Tees Limited
EN010103-002530-NZT DCO 3.1 - Book of Reference (Clean) Nov 2022 (D12).pdf:325: west of River Tees, Stockton- Grays Grays
EN010103-002530-NZT DCO 3.1 - Book of Reference (Clean) Nov 2022 (D12).pdf:442: Trunk Road, Redcar, other London (in respect of River Tees)
EN010103-002530-NZT DCO 3.1 - Book of Reference (Clean) Nov 2022 (D12).pdf:442: (in respect of River Tees) SL2 5DS
EN010103-002530-NZT DCO 3.1 - Book of Reference (Clean) Nov 2022 (D12).pdf:445: River Tees, Redcar TS2 1AH Newcastle Upon Tyne Newcastle Upon Tyne EC2N 4AA
EN010103-002530-NZT DCO 3.1 - Book of Reference (Clean) Nov 2022 (D12).pdf:446: River Tees, Redcar NE1 4BF NE1 4BF London
EN010103-002530-NZT DCO 3.1 - Book of Reference (Clean) Nov 2022 (D12).pdf:447: of River Tees, Redcar Middlesbrough BS1 5AH London
EN010103-002530-NZT DCO 3.1 - Book of Reference (Clean) Nov 2022 (D12).pdf:965: and pipelines west of River Tees, Royal College Hill
EN010103-002530-NZT DCO 3.1 - Book of Reference (Clean) Nov 2022 (D12).pdf:980: hardstanding east of River Tees, Teesdale Business Park
EN010103-002530-NZT DCO 3.1 - Book of Reference (Clean) Nov 2022 (D12).pdf:1266: road west of River Tees, Stockton-on-Tees Wexham Road
EN010103-002530-NZT DCO 3.1 - Book of Reference (Clean) Nov 2022 (D12).pdf:1268: of River Tees, Stockton-on-Tees Wexham Road
EN010103-002530-NZT DCO 3.1 - Book of Reference (Clean) Nov 2022 (D12).pdf:1270: pipelines and hardstanding west of River Tees, Cassel Works
EN010103-002530-NZT DCO 3.1 - Book of Reference (Clean) Nov 2022 (D12).pdf:1271: road west of River Tees, Stockton-on-Tees Wexham Road
EN010103-002530-NZT DCO 3.1 - Book of Reference (Clean) Nov 2022 (D12).pdf:1273: of River Tees, Stockton-on-Tees Wexham Road
EN010103-002530-NZT DCO 3.1 - Book of Reference (Clean) Nov 2022 (D12).pdf:1314: River Tees, Stockton-on-Tees Royal College Hill
EN010103-002530-NZT DCO 3.1 - Book of Reference (Clean) Nov 2022 (D12).pdf:1381: river (River Tees), bed and banks thereof and The Akzonobel Building
EN010103-002530-NZT DCO 3.1 - Book of Reference (Clean) Nov 2022 (D12).pdf:1383: conveyors and hardstanding east of River Tees, Teesside Airport Business Suite
EN010103-002530-NZT DCO 3.1 - Book of Reference (Clean) Nov 2022 (D12).pdf:1384: channel (Dabholm Gut) east of River Tees, 1 Wellheads Avenue
EN010103-002530-NZT DCO 3.1 - Book of Reference (Clean) Nov 2022 (D12).pdf:1573: metres of river (River Tees), bed and C/O: Carter Jonas LLP
EN010103-002530-NZT DCO 3.1 - Book of Reference (Clean) Nov 2022 (D12).pdf:1573: (in respect of River Tees)
EN010103-002744-Applicant NZT DCO 3.1 - Book of Reference (Clean) - March 2023.pdf:255: River Tees, Stockton-on-Tees Limited
EN010103-002744-Applicant NZT DCO 3.1 - Book of Reference (Clean) - March 2023.pdf:325: west of River Tees, Stockton- Grays Grays
EN010103-002744-Applicant NZT DCO 3.1 - Book of Reference (Clean) - March 2023.pdf:442: Trunk Road, Redcar, other London (in respect of River Tees)
EN010103-002744-Applicant NZT DCO 3.1 - Book of Reference (Clean) - March 2023.pdf:442: (in respect of River Tees) SL2 5DS
EN010103-002744-Applicant NZT DCO 3.1 - Book of Reference (Clean) - March 2023.pdf:445: River Tees, Redcar TS2 1AH Newcastle Upon Tyne Newcastle Upon Tyne EC2N 4AA
EN010103-002744-Applicant NZT DCO 3.1 - Book of Reference (Clean) - March 2023.pdf:446: River Tees, Redcar NE1 4BF NE1 4BF London
EN010103-002744-Applicant NZT DCO 3.1 - Book of Reference (Clean) - March 2023.pdf:447: of River Tees, Redcar Middlesbrough BS1 5AH London
EN010103-002744-Applicant NZT DCO 3.1 - Book of Reference (Clean) - March 2023.pdf:965: and pipelines west of River Tees, Royal College Hill
EN010103-002744-Applicant NZT DCO 3.1 - Book of Reference (Clean) - March 2023.pdf:980: hardstanding east of River Tees, Teesdale Business Park
EN010103-002744-Applicant NZT DCO 3.1 - Book of Reference (Clean) - March 2023.pdf:1266: road west of River Tees, Stockton-on-Tees Wexham Road
EN010103-002744-Applicant NZT DCO 3.1 - Book of Reference (Clean) - March 2023.pdf:1268: of River Tees, Stockton-on-Tees Wexham Road
EN010103-002744-Applicant NZT DCO 3.1 - Book of Reference (Clean) - March 2023.pdf:1270: pipelines and hardstanding west of River Tees, Cassel Works
EN010103-002744-Applicant NZT DCO 3.1 - Book of Reference (Clean) - March 2023.pdf:1271: road west of River Tees, Stockton-on-Tees Wexham Road
EN010103-002744-Applicant NZT DCO 3.1 - Book of Reference (Clean) - March 2023.pdf:1273: of River Tees, Stockton-on-Tees Wexham Road
EN010103-002744-Applicant NZT DCO 3.1 - Book of Reference (Clean) - March 2023.pdf:1314: River Tees, Stockton-on-Tees Royal College Hill
EN010103-002744-Applicant NZT DCO 3.1 - Book of Reference (Clean) - March 2023.pdf:1381: river (River Tees), bed and banks thereof and The Akzonobel Building
EN010103-002744-Applicant NZT DCO 3.1 - Book of Reference (Clean) - March 2023.pdf:1383: conveyors and hardstanding east of River Tees, Teesside Airport Business Suite
EN010103-002744-Applicant NZT DCO 3.1 - Book of Reference (Clean) - March 2023.pdf:1384: channel (Dabholm Gut) east of River Tees, 1 Wellheads Avenue
EN010103-002744-Applicant NZT DCO 3.1 - Book of Reference (Clean) - March 2023.pdf:1573: metres of river (River Tees), bed and C/O: Carter Jonas LLP
EN010103-002744-Applicant NZT DCO 3.1 - Book of Reference (Clean) - March 2023.pdf:1573: (in respect of River Tees)
EN010103-001481-NZT DCO 5.6 Gas Connection Statement Changes Rev 2 2022-04-26 Final.pdf:4: River Tees to nearby Northumbrian Water Limited’s Wastewater Treatment at Bran
EN010103-001481-NZT DCO 5.6 Gas Connection Statement Changes Rev 2 2022-04-26 Final.pdf:8: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-001481-NZT DCO 5.6 Gas Connection Statement Changes Rev 2 2022-04-26 Final.pdf:9: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-001481-NZT DCO 5.6 Gas Connection Statement Changes Rev 2 2022-04-26 Final.pdf:9: Borough Council. At this location, the River Tees is tidal. In addition, there are
EN010103-001481-NZT DCO 5.6 Gas Connection Statement Changes Rev 2 2022-04-26 Final.pdf:10: a CO2 gathering network (including connections under the tidal River Tees) to
EN010103-001481-NZT DCO 5.6 Gas Connection Statement Changes Rev 2 2022-04-26 Final.pdf:10: Stockton-on-Tees, including crossings beneath the River Tees.
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:44:Nature Conservation, ES Chapter 20 - Socio Network pipelines across the River Tees in order to Schedule 2 (Document Ref. 2.1): Requirement 3:
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:57: River Tees will access the Site via the existing
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:64: the floodplain, the River Tees and Greatham Creek. 12: Flood Risk Mitigation
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:84: the River Tees and Greatham Creek, with no changes
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:11:Risk and Water parallel to the existing. Crossing of the River Tees would via a tunnel shared with the natural
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:12:and Management, 11, ES hours at certain times ( e.g. concrete pouring, trenchless crossings of the River Tees and
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:34:Ecology and Nature Gathering Network pipelines across the River Tees in order to minimise disturbance to riverine Requirement 3: Detailed Design – Work
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:44:Transportation connections, and those pipeline workers working to the south of the River Tees will access the Requirement 18: Construction Traffic
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:49:ES Appendix 5A - Flood Risk: Connectivity will be maintained between the floodplain, the River Tees and DCO Schedule 2 (Document Ref. 2.1):
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:68: prior to use and connectivity will be maintained between the floodplain, the River Tees and Environmental Management Plan
EN010103-000830-NZT DCO 5.5 - Electricity Grid Connection Statement.pdf:7: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-000830-NZT DCO 5.5 - Electricity Grid Connection Statement.pdf:8: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-000830-NZT DCO 5.5 - Electricity Grid Connection Statement.pdf:8: Borough Council. At this location, the River Tees is tidal. In addition, there are
EN010103-000830-NZT DCO 5.5 - Electricity Grid Connection Statement.pdf:9: a CO2 gathering network (including connections under the tidal River Tees) to
EN010103-000830-NZT DCO 5.5 - Electricity Grid Connection Statement.pdf:9: Stockton-on-Tees, including crossings beneath the River Tees.
EN010103-001875-Redcar and Cleveland Borough Council.pdf:20: bank that curves with the sea, which 2.5 The estuary of the River Tees was once
EN010103-001875-Redcar and Cleveland Borough Council.pdf:21: River Tees were exploited for seafood
EN010103-001875-Redcar and Cleveland Borough Council.pdf:24: and the marsh at its foot. To the north the River Tees12.
EN010103-001875-Redcar and Cleveland Borough Council.pdf:25: years diverse economic activities harbour to the River Tees at
EN010103-001875-Redcar and Cleveland Borough Council.pdf:62: River Tees at Teesport.
EN010103-001875-Redcar and Cleveland Borough Council.pdf:114: plain of the River Tees.
EN010103-001875-Redcar and Cleveland Borough Council.pdf:142: flood plain of the River Tees. layout, within which buildings of similar
EN010103-001719-Redcar Bulk Terminal Limited - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:2: deep-water marine terminal situated on the South Bank of the River Tees (“the
EN010103-001017-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 3.pdf:36:I note that the proposed development area includes areas within the River Tees and other areas within the
EN010103-002405-NZT DCO - 9.34 Updated List of Developments - Oct 2022 (D11) (Clean).pdf:18: River Tees. of 12m tons per annum (dry weight). It is the intention that all works will assume that construction of ES submitted conclusion that no
EN010103-002405-NZT DCO - 9.34 Updated List of Developments - Oct 2022 (D11) (Clean).pdf:24: Teesside on the south bank of the River Tees. years.” planning documentation,
EN010103-002743-Applicant NZT DCO 1.2 - Application Guide - March 2023.pdf:3: south of the River Tees in the borough of Redcar and Cleveland.
EN010103-002743-Applicant NZT DCO 1.2 - Application Guide - March 2023.pdf:7: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-002743-Applicant NZT DCO 1.2 - Application Guide - March 2023.pdf:8: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-002743-Applicant NZT DCO 1.2 - Application Guide - March 2023.pdf:8: Borough Council. At this location the River Tees is tidal. In addition, there are
EN010103-002743-Applicant NZT DCO 1.2 - Application Guide - March 2023.pdf:10: Tees, including crossings beneath the River Tees.
EN010103-002743-Applicant NZT DCO 1.2 - Application Guide - March 2023.pdf:10: River Tees, across the Tees to the PCC Site (Work No. 6).
EN010103-002743-Applicant NZT DCO 1.2 - Application Guide - March 2023.pdf:10: The selection of the method of crossing the River Tees for the CO2 Gathering
EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:43: Receiving Water: Land (River Tees)
EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:44: Receiving Water: River Tees
EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:51: Location: River Tees Estuary - Tidal
EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:51: Location: River Tees Estuary - Tidal
EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:51: Location: River Tees Estuary - Tidal
EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:52: Location: River Tees Estuary
EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:65: Watercourse Name: River Tees
EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:9: River Tees in the borough of Redcar and
EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:19: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:20: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:20: Borough Council. At this location the River Tees is tidal. In addition, there are
EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:22: on-Tees, including crossings beneath the River Tees.
EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:26: along the south bank of the River Tees from Middlesbrough up to Redcar. At the
EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:26: 1979 and located near the mouth of the River Tees, the Redcar blast furnace, which
EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:30: either side of the River Tees. RCBC and STBC represent the ‘host local authorities’
EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:30: of land south of the River Tees within the administrative boundary of RCBC. The
EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:37: transport the captured CO2 (including connections under the tidal River Tees);
EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:47: Marine Area (within or under the tidal River Tees and also within the North Sea).
EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:49: tidal rivers, including the River Tees.
EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:86:6.2.39 The PCC Site and the connection corridors on the south bank of the River Tees are
EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:86: Drilling (‘HDD’) crossing of the River Tees required for Option 2 for the CO2 Gathering
EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:90: connections that cross the River Tees and the CO2 Export Pipeline which crosses
EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:116: and 3 in England should be The PCC Site and the connection corridors on the south bank of the River Tees
EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:116: flooding and not result in an increased (‘HDD’) crossing of the River Tees required for one option for the routeing of
EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:182: the River Tees (e.g.
EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:194: connections under the tidal River Tees);
EN010103-001214-NZT DCO 2.1 - Draft Development Consent Order - Oct 2021 Rev.2.0.pdf:93: (i) the construction of a subsea crossing underneath the River Tees by horizontal
EN010103-001214-NZT DCO 2.1 - Draft Development Consent Order - Oct 2021 Rev.2.0.pdf:93: (iii) installation of a fibre-optic control cable under the River Tees either through the
EN010103-001214-NZT DCO 2.1 - Draft Development Consent Order - Oct 2021 Rev.2.0.pdf:93: crossing method above or within an existing services tunnel beneath the River Tees;
EN010103-001214-NZT DCO 2.1 - Draft Development Consent Order - Oct 2021 Rev.2.0.pdf:155: (b) the tunnel crossing the Order limits under the River Tees operated by Sembcorp; and
EN010103-001234-NZT - Regulation 32 Transboundary Screening (8).pdf:2: south bank of the River Tees estuary. The SSI site was
EN010103-001234-NZT - Regulation 32 Transboundary Screening (8).pdf:2: gathering pipe network would cross the River Tees. The water
EN010103-001234-NZT - Regulation 32 Transboundary Screening (8).pdf:4: removal of the requirement for water abstraction from the River Tees; and
EN010103-001234-NZT - Regulation 32 Transboundary Screening (8).pdf:6: port, and the Redcar Bulk Terminal on the River Tees. The Applicant has undertaken a
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:5: Middlesbrough, where the River Tees meets the North Sea. The Proposed
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:11: porpoise are known to regularly forage within the lower stretches of the River Tees
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:41: part of the River Tees), will also involve construction or decommissioning activities
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:42:4.2.31 The CO2 Gathering Network pipeline needs to cross the River Tees, either in the
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:42: existing Sembcorp No. 2 Tunnel, or alternatively in a HDD bore. The River Tees is
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:43: on the western side of the River Tees, supports a breeding colony of harbour seal.
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:45:4.2.44 The crossing of the CO2 pipeline under the River Tees will also involve working below
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:46: gas connection corridor that crosses the River Tees opposite Seal Sands.
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:51:4.3.16 The CCGT unit will be cooled with water abstracted from the River Tees as a worst-
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:59: Seal Sands Industrial Estate, before crossing the River Tees and reaching the PCC Site.
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:59: Therefore, relatively narrow bands of Saltholme Reservoir and the River Tees would
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:60: Table 6.2 above can equally be applied to the HDD crossing the River Tees. This
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:60: Terminals on the west side of the River Tees. Applying the existing noise model and
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:65: the proximity of the Proposed Development to Coatham Sands and the River Tees,
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:66: Cleveland Coast SPA / Ramsar, including the River Tees, ditches, ponds in the
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:66:6.1.46 Given the Proposed Development’s proximity to the River Tees and its hydrological
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:73: Plan Document (DPD) contains the a) to the south of the River Tees - the land located around Teesport, Smiths Dock
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:73: management of waste. It consists of b) to the north of the River Tees - the land located around the Graythorp and
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:73: DPD and the Mineral and Waste c) to the north of the River Tees - the land located around the Port Clarence,
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:75: proposals (such as to secure an additional strategic road crossing of the River Tees). No potential
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:76: Proposed Development directly adjacent to the River Tees. It follows that the main relevant
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:91: g. Paragraph 4.2.30 and 4.2.31 discuss the construction of the gas pipeline below the River Tees in relation to the foraging terns and the CO2 export pipeline
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:103: arise due to the drilling of the CO2 gathering network below the River Tees as this will not be in the water column.
EN010103-002329-NZT DCO 1.2 - Application Guide Oct 2022 (D9).pdf:4: River Tees in the borough of Redcar and
EN010103-002329-NZT DCO 1.2 - Application Guide Oct 2022 (D9).pdf:8: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-002329-NZT DCO 1.2 - Application Guide Oct 2022 (D9).pdf:9: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-002329-NZT DCO 1.2 - Application Guide Oct 2022 (D9).pdf:9: Borough Council. At this location the River Tees is tidal. In addition, there are
EN010103-002329-NZT DCO 1.2 - Application Guide Oct 2022 (D9).pdf:11: Tees, including crossings beneath the River Tees.
EN010103-002329-NZT DCO 1.2 - Application Guide Oct 2022 (D9).pdf:11: River Tees, across the Tees to the PCC Site (Work No. 6).
EN010103-002329-NZT DCO 1.2 - Application Guide Oct 2022 (D9).pdf:11: The selection of the method of crossing the River Tees for the CO2 Gathering
EN010103-001158-NZT DCO 5.6 - Gas Connection and Pipelines Statement.pdf:8: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-001158-NZT DCO 5.6 - Gas Connection and Pipelines Statement.pdf:9: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-001158-NZT DCO 5.6 - Gas Connection and Pipelines Statement.pdf:9: Borough Council. At this location, the River Tees is tidal. In addition, there are
EN010103-001158-NZT DCO 5.6 - Gas Connection and Pipelines Statement.pdf:10: a CO2 gathering network (including connections under the tidal River Tees) to
EN010103-001158-NZT DCO 5.6 - Gas Connection and Pipelines Statement.pdf:10: Stockton-on-Tees, including crossings beneath the River Tees.
EN010103-001158-NZT DCO 5.6 - Gas Connection and Pipelines Statement.pdf:12: pipeline at Navigator Terminals) and then beneath the River Tees in a new bored
EN010103-001158-NZT DCO 5.6 - Gas Connection and Pipelines Statement.pdf:16: River Tees Crossing
EN010103-001158-NZT DCO 5.6 - Gas Connection and Pipelines Statement.pdf:16:5.2.9 For Option 1 above, the preferred option for crossing the River Tees is using a Micro-
EN010103-001158-NZT DCO 5.6 - Gas Connection and Pipelines Statement.pdf:16: of the MBT across the River Tees, additional land will also be temporarily required
EN010103-Advice-00009-1-210419 - Net Zero Teesside FINAL with draft docs feedback.pdf:17: the pipeline crossings of the tidal River Tees and the water outfall from the
EN010103-Advice-00009-1-210419 - Net Zero Teesside FINAL with draft docs feedback.pdf:29: across the River Tees assessed in the ES – have both options been assessed or would one
EN010103-002643-NZT DCO 9.51 - Applicants' Response to ExA's RFI dated 2 Nov 2022 - Nov 22 (D13).pdf:6: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-002643-NZT DCO 9.51 - Applicants' Response to ExA's RFI dated 2 Nov 2022 - Nov 22 (D13).pdf:12: As and when water quality improves in the River Tees, this will correspondingly reduce the
EN010103-001234-NZT - Regulation 32 Transboundary Screening (10).pdf:2: south bank of the River Tees estuary. The SSI site was
EN010103-001234-NZT - Regulation 32 Transboundary Screening (10).pdf:2: gathering pipe network would cross the River Tees. The water
EN010103-001234-NZT - Regulation 32 Transboundary Screening (10).pdf:4: removal of the requirement for water abstraction from the River Tees; and
EN010103-001234-NZT - Regulation 32 Transboundary Screening (10).pdf:6: port, and the Redcar Bulk Terminal on the River Tees. The Applicant has undertaken a
EN010103-000883-NZT DCO 4.2 Land Plans.pdf:8: River Tees Oil Terminal
EN010103-000899-NZT DCO 6.2.13 ES Vol I Chapter 13 Aquatic Ecology and Nature Conservation.pdf:4: interest particularly along the River Tees and the estuary, and to
EN010103-000899-NZT DCO 6.2.13 ES Vol I Chapter 13 Aquatic Ecology and Nature Conservation.pdf:4: in the River Tees Corridor and Teesmouth; and
EN010103-000899-NZT DCO 6.2.13 ES Vol I Chapter 13 Aquatic Ecology and Nature Conservation.pdf:11: Agency (2009) River Tees
EN010103-000899-NZT DCO 6.2.13 ES Vol I Chapter 13 Aquatic Ecology and Nature Conservation.pdf:16:order to assess potential impacts to watercourses Chapter (for the River Tees crossing, refer to
EN010103-000899-NZT DCO 6.2.13 ES Vol I Chapter 13 Aquatic Ecology and Nature Conservation.pdf:16: be used for crossing under the River Tees, the
EN010103-000899-NZT DCO 6.2.13 ES Vol I Chapter 13 Aquatic Ecology and Nature Conservation.pdf:22:97) the River Tees. Connection Report and, quality during
EN010103-000899-NZT DCO 6.2.13 ES Vol I Chapter 13 Aquatic Ecology and Nature Conservation.pdf:32: River Tees and Pond 18 for the CO2 Gathering Network, or across the Mill
EN010103-000899-NZT DCO 6.2.13 ES Vol I Chapter 13 Aquatic Ecology and Nature Conservation.pdf:37: Impacts on fish in the River Tees and estuary are assessed in Chapter 14:
EN010103-001982-NZT DCO 8.3 - STDC SoCG - August 2022(D5) - Clean.pdf:5: the connections under the tidal River Tees), a high-
EN010103-001982-NZT DCO 8.3 - STDC SoCG - August 2022(D5) - Clean.pdf:7: the River Tees, in the Borough of Redcar and Cleveland. The majority of this land was
EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:8:It is indicated that the main surface water receptors are the River Tees and Tees
EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf:11: Corridor north of the River Tees are proposed via the A1046, Haverton Hill Rd, and B1275,
EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf:11: and south of the River Tees are proposed via Sembcorp operated Wilton routes to enable
EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf:11: Gathering Network (two options for routing under the River Tees), options for water
EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf:11: Borough Council to the south of the River Tees (South Bank and Dormanstown Wards)
EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf:11: and in Stockton-on-Tees Borough Council to the north of the River Tees (Billingham South
EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf:12: corridors to the south and north of the River Tees:
EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf:12: future industries at Seal Sands and Billingham via a crossing of the River Tees to
EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf:14: of rights entirely within the subsoil beneath the River Tees where the CO2
EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf:14: subsoil either side of the River Tees), and where the Water Discharge
EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf:22: gas and CO2 pipeline crossings of the River Tees and the water outfall from the Electricity
EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf:23: System for gas and the CO2 Gathering Network) cross the River Tees into the
EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf:23: administrative area of STBC. At this location, the River Tees is tidal. In addition, there
EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf:24: o a CO2 Gathering Network (including a connection under the tidal River Tees) to
EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf:24: Tees, including a crossing beneath the River Tees.
EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf:30: Corridor north of the River Tees are proposed via the A1046, Haverton Hill Rd, and B1275.
EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf:30: Corridor south of the River Tees are proposed via Sembcorp operated Wilton routes to
EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf:31: through North Tees. The existing Sembcorp pipeline crosses the river Tees and
EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf:32: and cross under the River Tees before entering the PCC Site for high pressure (HP)
EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf:32: • The routeing of the CO2 Gathering Network across the River Tees will be eithervia an
EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf:36: Tees (South Bank and Dormanstown Wards) and in STBC to the north of the River Tees
EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf:36: formerly part of the former Redcar Steelworks site, on the south bank of the River Tees,
EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf:37: the south and north of the River Tees:
EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf:37: industries at Seal Sands and Billingham via a crossing of the River Tees to the PCC Site.
EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf:37: of industrial land uses around the mouth of the River Tees. The operational Redcar Bulk
EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf:37: Terminal is located to the north-west of the PCC Site, on the south bank of the River Tees.
EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf:38:4.1.15 The Site extends north and west across the River Tees through Seal Sands and on towards
EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf:38: Billingham. On the north bank of the River Tees industrial complexes are present at Seal
EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf:38: of the Site located to the north of the River Tees will travel from the A19 via the A1046,
EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf:42: where the CO2 Gathering Network crosses the River Tees (and where apparatus
EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf:42: remains deep in the subsoil either side of the River Tees), and where the Water
EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf:48: River Tees and its associated pipeline corridor. The corridors have also been narrowed
EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf:61: within the UK Marine Area (within or under the tidal River Tees and also below MHWS
EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf:62: rivers, including the River Tees.
EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf:70: • Plots 217, 218, 219, 220 being land of river (River Tees), bed and banks thereof;
EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf:70: • Plot 221 being land of river (River Tees) and bed thereof;
EN010103-002531-NZT DCO 3.1 - Book of Reference (Tracked) Nov 2022 (D12).pdf:255: River Tees, Stockton-on-Tees Limited
EN010103-002531-NZT DCO 3.1 - Book of Reference (Tracked) Nov 2022 (D12).pdf:325: west of River Tees, Stockton- Grays Grays
EN010103-002531-NZT DCO 3.1 - Book of Reference (Tracked) Nov 2022 (D12).pdf:442: Trunk Road, Redcar, other London (in respect of River Tees)
EN010103-002531-NZT DCO 3.1 - Book of Reference (Tracked) Nov 2022 (D12).pdf:442: (in respect of River Tees) SL2 5DS
EN010103-002531-NZT DCO 3.1 - Book of Reference (Tracked) Nov 2022 (D12).pdf:445: River Tees, Redcar TS2 1AH Newcastle Upon Tyne Newcastle Upon Tyne EC2N 4AA
EN010103-002531-NZT DCO 3.1 - Book of Reference (Tracked) Nov 2022 (D12).pdf:446: River Tees, Redcar NE1 4BF NE1 4BF London
EN010103-002531-NZT DCO 3.1 - Book of Reference (Tracked) Nov 2022 (D12).pdf:447: of River Tees, Redcar Middlesbrough BS1 5AH London
EN010103-002531-NZT DCO 3.1 - Book of Reference (Tracked) Nov 2022 (D12).pdf:1006: and pipelines west of River Tees, Royal College Hill
EN010103-002531-NZT DCO 3.1 - Book of Reference (Tracked) Nov 2022 (D12).pdf:1020: hardstanding east of River Tees, Teesdale Business Park
EN010103-002531-NZT DCO 3.1 - Book of Reference (Tracked) Nov 2022 (D12).pdf:1333: road west of River Tees, Stockton-on-Tees Wexham Road
EN010103-002531-NZT DCO 3.1 - Book of Reference (Tracked) Nov 2022 (D12).pdf:1335: of River Tees, Stockton-on-Tees Wexham Road
EN010103-002531-NZT DCO 3.1 - Book of Reference (Tracked) Nov 2022 (D12).pdf:1337: pipelines and hardstanding west of River Tees, Cassel Works
EN010103-002531-NZT DCO 3.1 - Book of Reference (Tracked) Nov 2022 (D12).pdf:1338: road west of River Tees, Stockton-on-Tees Wexham Road
EN010103-002531-NZT DCO 3.1 - Book of Reference (Tracked) Nov 2022 (D12).pdf:1340: of River Tees, Stockton-on-Tees Wexham Road
EN010103-002531-NZT DCO 3.1 - Book of Reference (Tracked) Nov 2022 (D12).pdf:1381: River Tees, Stockton-on-Tees Royal College Hill
EN010103-002531-NZT DCO 3.1 - Book of Reference (Tracked) Nov 2022 (D12).pdf:1448: river (River Tees), bed and banks thereof and The Akzonobel Building
EN010103-002531-NZT DCO 3.1 - Book of Reference (Tracked) Nov 2022 (D12).pdf:1451: conveyors and hardstanding east of River Tees, Teesside Airport Business Suite
EN010103-002531-NZT DCO 3.1 - Book of Reference (Tracked) Nov 2022 (D12).pdf:1451: channel (Dabholm Gut) east of River Tees, 1 Wellheads Avenue
EN010103-002531-NZT DCO 3.1 - Book of Reference (Tracked) Nov 2022 (D12).pdf:1660: metres of river (River Tees), bed and C/O: Carter Jonas LLP
EN010103-002531-NZT DCO 3.1 - Book of Reference (Tracked) Nov 2022 (D12).pdf:1660: (in respect of River Tees)
EN010103-001861-9.14 - Assessment against North East Marine Plan - June 2022(D3).pdf:5: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-001861-9.14 - Assessment against North East Marine Plan - June 2022(D3).pdf:5: parts of Tees Bay and the tidal River Tees.
EN010103-001861-9.14 - Assessment against North East Marine Plan - June 2022(D3).pdf:5: three main tidal rivers, including the River Tees. The Application does not propose
EN010103-001304-NZT DCO - Notification of Proposed Changes - Document -Final - 18.02.22.pdf:8: 2) the CO2 Gathering Network route from the north of the River Tees
EN010103-001304-NZT DCO - Notification of Proposed Changes - Document -Final - 18.02.22.pdf:8: and across the River Tees to the Power Capture and Compression
EN010103-001304-NZT DCO - Notification of Proposed Changes - Document -Final - 18.02.22.pdf:9: River Tees and lands on the north bank of Dabholm Gut and runs on to
EN010103-001304-NZT DCO - Notification of Proposed Changes - Document -Final - 18.02.22.pdf:9: • on the south bank of the River Tees, in between the Tees and the PCC
EN010103-001304-NZT DCO - Notification of Proposed Changes - Document -Final - 18.02.22.pdf:10: of existing Infrastructure in an existing Tunnel across the River Tees
EN010103-001304-NZT DCO - Notification of Proposed Changes - Document -Final - 18.02.22.pdf:10: HDD across the River Tees. These have taken into account landowner,
EN010103-001304-NZT DCO - Notification of Proposed Changes - Document -Final - 18.02.22.pdf:10: south side of the River Tees on land to the north of Dabholm Gut
EN010103-001304-NZT DCO - Notification of Proposed Changes - Document -Final - 18.02.22.pdf:13: 7 Change in the means of crossing the River Tees Potentially
EN010103-001304-NZT DCO - Notification of Proposed Changes - Document -Final - 18.02.22.pdf:13: 8 Change in the means of crossing the River Tees Potentially
EN010103-000906-NZT DCO 6.2.22 ES Vol I Chapter 22 Major Accidents and Natural Disasters.pdf:29: including the River Tees or the
EN010103-000906-NZT DCO 6.2.22 ES Vol I Chapter 22 Major Accidents and Natural Disasters.pdf:31: River Tees or Teesmouth SPA.
EN010103-000906-NZT DCO 6.2.22 ES Vol I Chapter 22 Major Accidents and Natural Disasters.pdf:34: River Tees. risk of flooding which could be Volume III, Document Ref.
EN010103-000906-NZT DCO 6.2.22 ES Vol I Chapter 22 Major Accidents and Natural Disasters.pdf:34: the height of the River Tees. inform the detailed design of
EN010103-000906-NZT DCO 6.2.22 ES Vol I Chapter 22 Major Accidents and Natural Disasters.pdf:40: the River Tees lie approximately 2.2 km from the PCC Site. They
EN010103-000906-NZT DCO 6.2.22 ES Vol I Chapter 22 Major Accidents and Natural Disasters.pdf:40: south bank of the River Tees approximately 1 km west of the PCC
EN010103-000888-NZT DCO 6.2.3 ES Vol I Chapter 3 Description of the Existing Environment.pdf:2: and Cleveland Borough Council (RCBC) to the south of the River Tees (South
EN010103-000888-NZT DCO 6.2.3 ES Vol I Chapter 3 Description of the Existing Environment.pdf:2: (STBC) to the north of the River Tees (Billingham South Ward). A portion of
EN010103-000888-NZT DCO 6.2.3 ES Vol I Chapter 3 Description of the Existing Environment.pdf:3: corridors to the south and north of the River Tees:
EN010103-000888-NZT DCO 6.2.3 ES Vol I Chapter 3 Description of the Existing Environment.pdf:3: via a crossing of the River Tees.
EN010103-000888-NZT DCO 6.2.3 ES Vol I Chapter 3 Description of the Existing Environment.pdf:4: on the south bank of the River Tees. Rail lines to and from the Redcar Bulk
EN010103-000888-NZT DCO 6.2.3 ES Vol I Chapter 3 Description of the Existing Environment.pdf:4:3.3.4 The Site extends north and west across the River Tees through Seal sands
EN010103-000888-NZT DCO 6.2.3 ES Vol I Chapter 3 Description of the Existing Environment.pdf:4: and on towards Billingham. On the north bank of the River Tees industrial
EN010103-000888-NZT DCO 6.2.3 ES Vol I Chapter 3 Description of the Existing Environment.pdf:4: to the north of the River Tees will travel from the A19 via the A1046, A178
EN010103-000888-NZT DCO 6.2.3 ES Vol I Chapter 3 Description of the Existing Environment.pdf:9:3.4.28 The nearest designated watercourse to the PCC Site is the River Tees,
EN010103-000888-NZT DCO 6.2.3 ES Vol I Chapter 3 Description of the Existing Environment.pdf:9: Development includes pipeline crossings under the River Tees and crosses
EN010103-000888-NZT DCO 6.2.3 ES Vol I Chapter 3 Description of the Existing Environment.pdf:9: the River Tees between the mouth of the Dabholm Gut and Seal Sands
EN010103-000888-NZT DCO 6.2.3 ES Vol I Chapter 3 Description of the Existing Environment.pdf:9:3.4.29 The River Tees is tidal in the vicinity of the Site, with the normal tidal limit
EN010103-000888-NZT DCO 6.2.3 ES Vol I Chapter 3 Description of the Existing Environment.pdf:9:3.4.30 The Dabholm Gut flows to the River Tees approximately 0.8 km south of the
EN010103-000888-NZT DCO 6.2.3 ES Vol I Chapter 3 Description of the Existing Environment.pdf:11: along the banks of the River Tees.
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:19: foundations and the crossing of the River Tees or any other
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:37: across the River Tees in order to minimise disturbance to riverine
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:11: under the River Tees (together with associated headhouse) operated by Sembcorp; and
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:89:cement mixing and washing areas at least 10 metres from the River Tees or surface water drain to
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:94: (i) the installation of a subsea pipeline underneath the River Tees using horizontal
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:94: (ii) installation of a pipeline within an existing services tunnel beneath the River Tees.
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:101:cement mixing and washing areas at least 10 metres from the River Tees or surface water drain to
EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:20: Location: River Tees - Tidal - Tees Dock Potash Terminal
EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:20: Location: River Tees - Tidal
EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:21: Location: River Tees Pump
EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:23: Watercourse Name: River Tees
EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:24: Watercourse Name: River Tees
EN010103-001678-_DOC_174215282(1)_Written Representation of SABIC UK Petrochemicals Limited.pdf:3: 4.2.3 Navigation on the River Tees.
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:4:9.1.7 The PCC Site is located on the south bank of the River Tees, approximately
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:4: south bank of the River Tees.
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:4: the River Tees to land within the administrative boundary of the Stockton on
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:24: NZ 56738 25104 will be on the south bank of the River Tees, south of Coatham
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:25:9.4.13 Immediately around the River Tees and to the south of Teesmouth the bedrock
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:38: the immediate upstream reaches of the River Tees. Raised tributyltin
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:39:9.4.39 The freshwater streams in the Study Area draining to the River Tees are
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:40: Annex II of the Habitats Directive. The River Tees is designated as one of the
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:50:Proposed River Tees but will be Tees Transitional WFD of Tees Coastal and
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:56: from the non-tidal River Tees
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:97: abstracted upstream of the tidal limit on the River Tees by Northumbrian
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:97: water from the River Tees will be filtered on site. An allowance of 10%
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:97: the River Tees and contains contaminants typical of a large lowland river
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:114: Furthermore, the abstraction of water from the River Tees will remove
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:131: River Tees 2000- and sanitary concentrations are above the WFD
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:135: bank of the River Tees, centred approximately on NGR NZ 52416 26658.
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:138:D2 254/1941 NZ5400023150 6th March 2007 Trade Discharges - River Tees
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:147:3.1 Model of the River Tees Estuary ……………………………………………………………………………… 21
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:148:Table 2-3: Mean Pollutant Concentrations at River Tees Abstraction Points (2016-2022) 2 …………… 14
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:148:Table 3-1: Vertical Layering Details for the River Tees and Tees Bay Hydrodynamic Model …………. 22
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:150: Focussed on developing 3D hydrodynamic model of Tees Bay, the River Tees
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:151: tidal limit on the River Tees by Northumbrian Water Limited (NWL) will be supplied to the site
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:151:untreated water from the River Tees and contains contaminants typical of a large lowland river draining
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:157:The source of the Cooling Tower Blowdown Water is untreated River Tees water from one of three
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:157:Table 2-3: Mean Pollutant Concentrations at River Tees Abstraction Points (2016-2022) 2
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:158:raw water from the River Tees will be filtered, with approximately 10% directed straight to the Tees Bay
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:158:ultimate source of pollutants in these effluent streams is the River Tees – use of this water changes the
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:159:preserve nutrient neutrality in the Dabholm Gut and River Tees estuary. A return flow rate of 750 m3/s
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:161:River Tees at Low Worsall. Condensed Water is assumed to contain only ammonia as a pollutant, while
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:161:non-Tidal River Tees and Bran Sands WwTW, however average concentrations are not expected to
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:161:pollutants currently reach the Bay via the River Tees or Bran Sands discharge currently. Mixed effluent
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:162: direction carries effluent away from the River Tees estuary. This is in order to provide additional
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:164:3.1 Model of the River Tees Estuary
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:164:model domain covers the River Tees Estuary and extends 10 km offshore and 30 km along the
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:165:Table 3-1: Vertical Layering Details for the River Tees and Tees Bay Hydrodynamic Model
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:165:section of the model, Greatham Creek inflow and River Tees inflow represented at the location of Tees
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:165: to prevent saline water extending upstream in the River Tees. A non-continuous freshwater
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:169:may be more influenced by flows from the River Tees and use of the Sample Point B data will therefore
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:169:allow for the effects of discharges into the River Tees to be taken into account in the modelling. Sample
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:182:Tees Bay and the River Tees estuary only; the resulting impacts on ecological receptors will be
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:183:The blowdown water and filtration reject water will be sourced from the non-tidal River Tees and will
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:183:Sands WwTW while preserving nutrient neutrality within Dabholm Gut and the River Tees Estuary. The
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:183:Water quality data for the River Tees has been provided by Northumbrian Water and combined with
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:183:information for the River Tees Water). The available information does show that concentrations of
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:184:model of Tees Bay and the River Tees constructed and calibrated in 2019 and included as Appendix A
EN010103-002054-NZT DCO 5.5 Electricity Grid Connection Statement (Clean) August 2022 (D6).pdf:7: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-002054-NZT DCO 5.5 Electricity Grid Connection Statement (Clean) August 2022 (D6).pdf:8: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-002054-NZT DCO 5.5 Electricity Grid Connection Statement (Clean) August 2022 (D6).pdf:8: Borough Council. At this location, the River Tees is tidal. In addition, there are
EN010103-002054-NZT DCO 5.5 Electricity Grid Connection Statement (Clean) August 2022 (D6).pdf:9: • a CO2 gathering network (including connections under the tidal River Tees) to
EN010103-002054-NZT DCO 5.5 Electricity Grid Connection Statement (Clean) August 2022 (D6).pdf:9: Stockton-on-Tees, including crossings beneath the River Tees.
EN010103-001981-NZT DCO 8.2 - STBC SoCG - August 2022(D5) - Tracked.pdf:6: River Tees) to collect and transport the captured CO2 from industrial emitters
EN010103-001981-NZT DCO 8.2 - STBC SoCG - August 2022(D5) - Tracked.pdf:6: including crossings beneath the River Tees.
EN010103-001981-NZT DCO 8.2 - STBC SoCG - August 2022(D5) - Tracked.pdf:6: administrative boundary on the southern side of the River Tees, some parts of the
EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:6: Middlesbrough, where the River Tees meets the North Sea. The Proposed
EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:12: porpoise are known to regularly forage within the lower stretches of the River Tees
EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:43:4.2.31 The CO2 Gathering Network Pipeline will cross the River Tees in the existing
EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:43: construction through the River Tees in order to install this aspect of the Proposed
EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:44: on the western side of the River Tees, supports a breeding colony of harbour seal.
EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:46:4.2.44 Since the CO2 Gathering Network Pipeline will cross the River Tees in the existing
EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:46: through the River Tees in order to install this aspect of the Proposed Development
EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:52:4.3.16 The CCGT unit will be cooled with water abstracted from the River Tees as a worst-
EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:59: Seal Sands Industrial Estate, before crossing the River Tees and reaching the PCC Site.
EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:59: Therefore, relatively narrow bands of Saltholme Reservoir and the River Tees would
EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:59:6.1.16 The CO2 Gathering Network Pipeline will cross the River Tees in the existing
EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:66: the proximity of the Proposed Development to Coatham Sands and the River Tees,
EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:67: Cleveland Coast SPA / Ramsar, including the River Tees, ditches, ponds in the
EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:67:6.1.45 Given the Proposed Development’s proximity to the River Tees and its hydrological
EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:75: Plan Document (DPD) contains the a) to the south of the River Tees - the land located around Teesport, Smiths Dock
EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:75: management of waste. It consists of b) to the north of the River Tees - the land located around the Graythorp and
EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:75: DPD and the Mineral and Waste c) to the north of the River Tees - the land located around the Port Clarence,
EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:77: proposals (such as to secure an additional strategic road crossing of the River Tees). No potential
EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:77: Proposed Development directly adjacent to the River Tees. It follows that the main relevant
EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:94: g. Paragraph 4.2.30 and 4.2.31 discuss the construction of the gas pipeline below the River Tees in relation to the foraging terns and the CO2 export pipeline
EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:106: arise due to the drilling of the CO2 gathering network below the River Tees as this will not be in the water column.
EN010103-000057-Letter and S35.pdf:3: connections under the tidal River Tees);
EN010103-001155-NZT DCO 5.11 - Indicative Lighting Strategy.pdf:10: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-001155-NZT DCO 5.11 - Indicative Lighting Strategy.pdf:11: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-001155-NZT DCO 5.11 - Indicative Lighting Strategy.pdf:11: Borough Council. At this location, the River Tees is tidal. In addition, there are
EN010103-001155-NZT DCO 5.11 - Indicative Lighting Strategy.pdf:11: a CO2 gathering network (including connections under the tidal River Tees) to
EN010103-001155-NZT DCO 5.11 - Indicative Lighting Strategy.pdf:12: Stockton-on-Tees, including crossings beneath the River Tees.
EN010103-001155-NZT DCO 5.11 - Indicative Lighting Strategy.pdf:24: to the north and south of the River Tees.
EN010103-001155-NZT DCO 5.11 - Indicative Lighting Strategy.pdf:25: at the edge of the industrial area which borders the River Tees. The Path crossed the
EN010103-001155-NZT DCO 5.11 - Indicative Lighting Strategy.pdf:25: of the River Tees. It crosses the Newport Bridge in Middlesborough and then runs
EN010103-001155-NZT DCO 5.11 - Indicative Lighting Strategy.pdf:25: south and then west, following the northern bank of the River Tees.
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:11: under the River Tees (together with associated headhouse) operated by Sembcorp; and
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:89:mixing and washing areas at least 10 metres from the River Tees or surface water drain to minimise
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:94: (i) the installation of a subsea pipeline underneath the River Tees using horizontal
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:94: (ii) installation of a pipeline within an existing services tunnel beneath the River Tees.
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:101:mixing and washing areas at least 10 metres from the River Tees or surface water drain to minimise
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:156: (b) the River Tees (together with associated headhouses) operated by Sembcorp; and
EN010103-002512-NZT DCO 8.6 - Natural England SoCG - Final (signed) - Nov 2022 (D12).pdf:5: the tidal River Tees), a high-pressure carbon
EN010103-002512-NZT DCO 8.6 - Natural England SoCG - Final (signed) - Nov 2022 (D12).pdf:16: SPA / Ramsar), before crossing the River Tees and reaching the
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:96: (b) site concrete and cement mixing and washing areas at least 10 metres from the River Tees
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:108: (b) site concrete and cement mixing and washing areas at least 10 metres from the River Tees
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:171:“protected crossing” means the tunnel which carries pipelines under the River Tees known as
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:179: under the River Tees (together with associated headhouses) operated by Sembcorp; and
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:211: “protected crossing” means the tunnel which carries pipelines under the River Tees known as
EN010103-002245-NZT DCO - 9.34 Updated List of Developments (Clean) - Sept 2022(D8).pdf:16: River Tees. of 12m tons per annum (dry weight). It is the intention that all works will assume that construction of ES submitted conclusion that no
EN010103-002245-NZT DCO - 9.34 Updated List of Developments (Clean) - Sept 2022(D8).pdf:23: Teesside on the south bank of the River Tees. years.“ planning documentation,
EN010103-002250-NZT DCO 1.2 - Application Guide - Sept 2022(D8).pdf:4: River Tees in the borough of Redcar and
EN010103-002250-NZT DCO 1.2 - Application Guide - Sept 2022(D8).pdf:8: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-002250-NZT DCO 1.2 - Application Guide - Sept 2022(D8).pdf:9: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-002250-NZT DCO 1.2 - Application Guide - Sept 2022(D8).pdf:9: Borough Council. At this location the River Tees is tidal. In addition, there are
EN010103-002250-NZT DCO 1.2 - Application Guide - Sept 2022(D8).pdf:11: Tees, including crossings beneath the River Tees.
EN010103-002250-NZT DCO 1.2 - Application Guide - Sept 2022(D8).pdf:11: River Tees, across the Tees to the PCC Site (Work No. 6).
EN010103-002250-NZT DCO 1.2 - Application Guide - Sept 2022(D8).pdf:11: The selection of the method of crossing the River Tees for the CO2 Gathering
EN010103-001150-NZT DCO 6.4.48 ES Vol III Appendix 24C Statement of Combined Effects.pdf:12: edge of the Study Area. The palaeochannel represents an earlier course of the River Tees, or one of its tributaries, and has the potential to contain
EN010103-001150-NZT DCO 6.4.48 ES Vol III Appendix 24C Statement of Combined Effects.pdf:17: • connectivity will be maintained between the floodplain, the River Tees and Greatham Creek.
EN010103-001150-NZT DCO 6.4.48 ES Vol III Appendix 24C Statement of Combined Effects.pdf:33: the River Tees.
EN010103-001150-NZT DCO 6.4.48 ES Vol III Appendix 24C Statement of Combined Effects.pdf:36: barrier between the Tees Bay and the River Tees in the form of the South
EN010103-001150-NZT DCO 6.4.48 ES Vol III Appendix 24C Statement of Combined Effects.pdf:36: the River Tees or adversely affect other receptors, such as marine mammals.
EN010103-001234-NZT - Regulation 32 Transboundary Screening (14).pdf:2: south bank of the River Tees estuary. The SSI site was
EN010103-001234-NZT - Regulation 32 Transboundary Screening (14).pdf:2: gathering pipe network would cross the River Tees. The water
EN010103-001234-NZT - Regulation 32 Transboundary Screening (14).pdf:4: removal of the requirement for water abstraction from the River Tees; and
EN010103-001234-NZT - Regulation 32 Transboundary Screening (14).pdf:6: port, and the Redcar Bulk Terminal on the River Tees. The Applicant has undertaken a
EN010103-002742-Applicant NZT DCO 9.5 - Compulsory Acquisition Schedule (Tracked) - March 2023.pdf:94: river Tees. Section 135 will be received
EN010103-002236-NZT DCO 8.4 - MMO SoCG (Tracked) - Sept 2022(D8).pdf:5: the tidal River Tees), a high-pressure carbon
EN010103-002236-NZT DCO 8.4 - MMO SoCG (Tracked) - Sept 2022(D8).pdf:9: Tees, including crossings beneath the River Tees.
EN010103-002236-NZT DCO 8.4 - MMO SoCG (Tracked) - Sept 2022(D8).pdf:18: Fish impingement or marine from the River Tees as cooling water (which will instead be
EN010103-002236-NZT DCO 8.4 - MMO SoCG (Tracked) - Sept 2022(D8).pdf:23: plants etc. around Teesside to gather CO2; the location of the confirmed River Tees
EN010103-002236-NZT DCO 8.4 - MMO SoCG (Tracked) - Sept 2022(D8).pdf:23: • Water connection corridor (intake) which would abstract water from the River Tees for
EN010103-002236-NZT DCO 8.4 - MMO SoCG (Tracked) - Sept 2022(D8).pdf:23: was a very large volume of sedimentology data in the River Tees from other projects and
EN010103-002236-NZT DCO 8.4 - MMO SoCG (Tracked) - Sept 2022(D8).pdf:26: Any Other around the Tees Bay approaches (near the windfarm) and in the area of the River Tees
EN010103-002236-NZT DCO 8.4 - MMO SoCG (Tracked) - Sept 2022(D8).pdf:51: the proposed footprint within the River Tees, which
EN010103-001241-SembcorpRepresentation_NZTApplication_171221(115054462.1).pdf:2:pipeline corridor stretches from Wilton International, underneath the river Tees,
EN010103-001785-NZT DCO 8.30 - NTL, NTLL and NTRL SoCG - June 2022 (Tracked).pdf:5: the tidal River Tees), a high-pressure carbon
EN010103-001577-NZT DCO 9.4 - Written Summary CAH1 - May 2022.pdf:5: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-001577-NZT DCO 9.4 - Written Summary CAH1 - May 2022.pdf:6: • the CO2 Gathering Network route from the north of the River Tees and across the Tees
EN010103-001577-NZT DCO 9.4 - Written Summary CAH1 - May 2022.pdf:18: within the Order limits (under the River Tees and within Tees Bay). It is not concerned with
EN010103-002622-DLA Piper UK LLP - Comments on any other information submitted at Deadline 12.pdf:2: limits under the River Tees (together with associated headhouses) operated by
EN010103-001906-NZT DCO 8.33 - National Highways SoCG July 2022 (Final) (D4).pdf:5: the tidal River Tees), a high-pressure carbon
EN010103-001906-NZT DCO 8.33 - National Highways SoCG July 2022 (Final) (D4).pdf:8: River Tees.
EN010103-001291-National Highways.pdf:5:north and south of the River Tees.
EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:40: 73 Name: Billingham Beck From Brierley Beck To River Tees Nvz E1SE 0 3 446969
EN010103-001885-DLA Piper UK LLP - Responses to comments on WRs.pdf:7:27. With particular reference to the potential use of Sembcorp's no. 2 tunnel beneath the River Tees,
EN010103-001484-Womble Bond Dickinson (UK) LLP.pdf:3: 3. Navigation on the River Tees.
EN010103-001216-NZT DCO 4.2 - Land Plans - Oct 2021 Rev.2.0.pdf:8: River Tees Oil Terminal
EN010103-002407-NZT DCO - 9.43 Written Summary of Oral Submissions at ISH5 - Oct 2022 (D11).pdf:5: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-002407-NZT DCO - 9.43 Written Summary of Oral Submissions at ISH5 - Oct 2022 (D11).pdf:7: crossing of the River Tees, and which was accepted into the
EN010103-002407-NZT DCO - 9.43 Written Summary of Oral Submissions at ISH5 - Oct 2022 (D11).pdf:27: River Tees. As this option was subsequently removed from the Order
EN010103-Advice-00002-1-TNZT - 200318 - Meeting note 18 March 2020.pdf:1:connections under the River Tees) would be included as part of the Development
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:6: Middlesbrough, where the River Tees meets the North Sea. The Proposed
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:12: porpoise are known to regularly forage within the lower stretches of the River Tees
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:41: part of the River Tees), will also involve construction or decommissioning activities
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:43:4.2.31 The CO2 Gathering Network pipeline needs to cross the River Tees, either in the
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:43: existing Sembcorp No. 2 Tunnel, or alternatively in a HDD bore. The River Tees is
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:44: on the western side of the River Tees, supports a breeding colony of harbour seal.
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:46:4.2.44 The crossing of the CO2 pipeline under the River Tees will also involve working below
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:47: gas connection corridor that crosses the River Tees opposite Seal Sands.
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:52:4.3.16 The CCGT unit will be cooled with water abstracted from the River Tees as a worst-
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:60: Seal Sands Industrial Estate, before crossing the River Tees and reaching the PCC Site.
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:60: Therefore, relatively narrow bands of Saltholme Reservoir and the River Tees would
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:61: Table 6.2 above can equally be applied to the HDD crossing the River Tees. This
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:61: Terminals on the west side of the River Tees. Applying the existing noise model and
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:68: to the proximity of the Proposed Development to Coatham Sands and the River Tees,
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:69: Cleveland Coast SPA / Ramsar, including the River Tees, ditches, ponds in the
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:69:6.1.466.1.50 Given the Proposed Development’s proximity to the River Tees and its
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:78: Plan Document (DPD) contains the a) to the south of the River Tees - the land located around Teesport, Smiths Dock
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:78: management of waste. It consists of b) to the north of the River Tees - the land located around the Graythorp and
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:78: DPD and the Mineral and Waste c) to the north of the River Tees - the land located around the Port Clarence,
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:80: proposals (such as to secure an additional strategic road crossing of the River Tees). No potential
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:80: Proposed Development directly adjacent to the River Tees. It follows that the main relevant
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:96: g. Paragraph 4.2.30 and 4.2.31 discuss the construction of the gas pipeline below the River Tees in relation to the foraging terns and the CO2 export pipeline
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:108: arise due to the drilling of the CO2 gathering network below the River Tees as this will not be in the water column.
EN010103-001472-NZT DCO 2.1 - Draft DCO - Apr 2022.pdf:87: (i) the installation of a subsea pipeline underneath the River Tees using horizontal
EN010103-001472-NZT DCO 2.1 - Draft DCO - Apr 2022.pdf:87: (ii) installation of a pipeline within an existing services tunnel beneath the River Tees.
EN010103-001472-NZT DCO 2.1 - Draft DCO - Apr 2022.pdf:145: (b) the tunnel crossing the Order limits under the River Tees operated by Sembcorp; and
EN010103-002175-NZT DCO 1.2 - Application Guide - Sept 2022(D7).pdf:4: River Tees in the borough of Redcar and
EN010103-002175-NZT DCO 1.2 - Application Guide - Sept 2022(D7).pdf:8: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-002175-NZT DCO 1.2 - Application Guide - Sept 2022(D7).pdf:9: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-002175-NZT DCO 1.2 - Application Guide - Sept 2022(D7).pdf:9: Borough Council. At this location the River Tees is tidal. In addition, there are
EN010103-002175-NZT DCO 1.2 - Application Guide - Sept 2022(D7).pdf:11: Tees, including crossings beneath the River Tees.
EN010103-002175-NZT DCO 1.2 - Application Guide - Sept 2022(D7).pdf:11: River Tees, across the Tees to the PCC Site (Work No. 6).
EN010103-002175-NZT DCO 1.2 - Application Guide - Sept 2022(D7).pdf:11: The selection of the method of crossing the River Tees for the CO2 Gathering
EN010103-001897-NZT DCO 8.11 - Northern Powergrid SoCG (Tracked) - July 22 (D4).pdf:5: the connections under the tidal River Tees), a high-
EN010103-001897-NZT DCO 8.11 - Northern Powergrid SoCG (Tracked) - July 22 (D4).pdf:7: River Tees) to collect and transport the captured CO2 from industrial emitters
EN010103-001897-NZT DCO 8.11 - Northern Powergrid SoCG (Tracked) - July 22 (D4).pdf:8: River Tees.
EN010103-002511-NZT DCO 8.3 - STDC SoCG (Tracked) - Nov 2022 (D12).pdf:5: the connections under the tidal River Tees), a high-
EN010103-002511-NZT DCO 8.3 - STDC SoCG (Tracked) - Nov 2022 (D12).pdf:7: the River Tees, in the Borough of Redcar and Cleveland. The majority of this land was
EN010103-002183-NZT DCO 9.32 - Applicants' Comments on Deadline 6 Submissions - Sept 2022(D7).pdf:6: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:86:cement mixing and washing areas at least 10 metres from the river River Tees or surface water
EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:91: (i) the installation of a subsea pipeline underneath the River Tees using horizontal
EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:91: (ii) installation of a pipeline within an existing services tunnel beneath the River Tees.
EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:99:cement mixing and washing areas at least 10 metres from the river River Tees or surface water
EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:155: (b) the tunnel crossing the Order limits under the River Tees operated by Sembcorp; and
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:28: to the River Tees. The Pipe Tunnel will
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:28: the River Tees fall towards the
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:30: Network and the River Tees (including Blown Sand - Sand Penarth Group - Mudstone
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:34:10.8.22 These deposits are most likely associated with the River Tees and North
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:35: River Tees, within this sequence led to the development of the chemical
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:36: of land to the south of the River Tees including Bran Sands, parts of Teesport
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:45:Borehole Name: ICI River Tees Tunnel Borings
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:45:River Tees, at Seal Sands.
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:56: north of the River Tees.
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:57: these were in a triangular area of land on the north bank of the River Tees
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:72: associated with watercourses, River Tees and/ or coastline.
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:75: associated with the River Tees and tidal activity along the coastline. A vast
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:81: and sand & mud adjacent to the River Tees. The towns of Redcar and
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:82: slag walls and placement of hydraulic fill dredged from the River Tees.
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:139: Receiving Water: The River Tees
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:139: Receiving Water: The River Tees
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:175: Receiving Water: Land (River Tees)
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:201:10.8.144 The online Zetica Risk Map shows the site, west of the River Tees, within a
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:201: moderate risk area, whereas the site east of the River Tees falls within both
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:205: was drilled through the bed of the River Tees from a level of -7.01 m OD.
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:228: adjacent to the River Tees east of the Tees Salt Works, approximately
EN010103-001783-NZT DCO 8.36 - Statement of Commonality - June 2022.pdf:5: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:14:method for crossing the River Tees and effect are provided in this and Impact Avoidance
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:18:continue to impact the River Tees. disturbance of bed sediment in the Nature Conservation (ES
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:19:of the River Tees on sediment Report.
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:45: reaches of the River Tees. Raised tributyltin concentrations are consistent with
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:46: River Tees
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:47:9.4.45 The freshwater streams in the Study Area draining to the River Tees are
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:49: bank of the River Tees, centred approximately on NGR NZ 52416 26658. This
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:50: Annex II of the Habitats Directive. The River Tees is designated as one of the
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:53:9.4.83 Immediately around the River Tees and to the south of Teesmouth the bedrock
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:57:9.4.106 The River Tees is classified as a Main River and is tidal as it passes through
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:57: CO2 Gathering Network cross the River Tees, which is also Flood Zone 3a.
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:57:9.4.109 Flood risk is more extensive to the north of the River Tees including large areas
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:57: Clarence, with flooding predominantly associated with the River Tees and
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:58: along the River Tees near the Site. This includes a series of embankments
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:58: between the tidal River Tees and Greatham Creek is at high risk of tidal
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:59: Knitting Wife Beck to the south of the River Tees and Belasis Beck, Mucky
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:59: Fleet and Swallow Fleet to the north of the River Tees near Billingham. The
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:59: corridors on the south bank of the River Tees are located within Flood Zone 1
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:60: of the connection corridors to the north and south of the River Tees are at ‘low’
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:62: that the connection corridor, located to the north of the River Tees, crosses an
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:67: crossing the River Tees and the section of the CO2 Gathering Network route
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:67: to the east of Billingham, located between the tidal River Tees and Greatham
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:90: return period drought. Based on licensed quantities from the River Tees there
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:91: of flooding from tidal sources (River Tees and Greatham Creek) during events
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:92: tidal River Tees and Greatham Creek is at high risk of flooding from tidal
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:92:9.6.79 Land between the north bank of the River Tees and the south bank of
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:106: Environment Agency (2019). River Tees fish counts Online. Available at
EN010103-001217-NZT DCO 4.3 - Crown Land Plans - Oct 2021 Rev.2.0.pdf:8: River Tees Oil Terminal
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:2: different reaches of the River Tees.
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:3: used in each area of the River Tees as part of the TraC fish surveys, can be
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:3: present in the freshwater sections of the River Tees and its adjoining
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:3: River Tees in the most recent 10-year sampling period of the TraC monitoring
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:4:Table 14B-3: Marine fish counts from Environment Agency (2019a) TraC surveys in the River Tees for 2009 to 2018. Data has been
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:6: of the River Tees for all years (1981 – 2018) reported as part of the TraC
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:6: encompass sampling undertaken in the upper reaches of the River Tees, for
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:7:surveys in the River Tees. Data has been reported for a range of survey
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:7: River Tees and its connected tributaries between 1994 and 2019. Atlantic
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:7: River Tees. For the purpose of investigating spatial variations, the River Tees
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:7:14.4.19 The upper reach of the River Tees is defined as the area located upstream
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:7: undertaken at the mouth of the River Tees and the adjacent coastal waters.
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:10:14.4.20 The lower reaches of the River Tees have been defined as the area where
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:10: TraC surveys in the lower reaches of the River Tees. As expected, the
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:10: overall proportion of fish species in the lower reaches of the River Tees.
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:10:Agency (2019a) TraC surveys in the lower reaches of the River Tees.
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:11:TraC surveys in the lower reaches of the River Tees (1985 – 2018). Fish species
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:11:14.4.23 The middle reaches of the River Tees has been defined as the area upstream
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:11:14.4.25 The majority of fish species recorded in the middle reaches of the River Tees
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:12:Agency (2019a) TraC surveys in the middle reaches of the River Tees.
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:13:TraC surveys in the middle reaches of the River Tees (1981 – 2015). Fish
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:14:Agency (2019a) TraC surveys in the upper reaches of the River Tees.
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:15:TraC surveys in the upper reaches of the River Tees (1982 – 1996). Fish
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:15: surveys in the upper reaches of the River Tees and adjoining tributaries,
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:15: lamprey in the River Tees and connected tributaries.
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:15:14.4.30 Lamprey were recorded in the River Tees and River Skerne (a tributary of
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:15: the River Tees) only and exhibited the smallest spatial distribution of the
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:15: recorded near Darlington on the River Tees but they were recorded upstream
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:15: Atlantic salmon was also recorded on the following River Tees tributaries:
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:23:14.6.2 Historically, the River Tees has been subjected to serious pollution from
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:23: substrate (Heessen et al., 2015; NASCO, 2012). In the River Tees, the
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:24:14.6.6 The River Tees is included in the list of ‘principal salmon rivers’ and has its
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:24: own ‘Salmon Action Plan’ (Environment Agency, 2009). The River Tees has
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:24: (Environment Agency, 2017). The River Tees is not achieving its current CL
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:24: River Tees Barrage, into the lower estuary. Of these fish, 11 individuals
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:28:14.6.11 The declared rod catches for salmon and sea trout in the River Tees from
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:29: surveys in the River Tees, being captured in 1998 in the middle reaches of
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:30: (UK BAP, 2012). The River Tees Barrage has the potential to act as a barrier
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:30: Environment Agency TraC surveys in the River Tees (see Figure 14B-20),
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:30: of European eel were recorded in the upper reaches of the River Tees. Only
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:31: 14B-21, shows that both species have been recorded in the River Tees.
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:31: the River Tees, with three individuals being recorded in the middle reaches
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:31: River Tees, this species has not been recorded during the Environment
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:33:14.6.24 In Environment Agency TraC surveys in the River Tees, herring was
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:33: recorded in all reaches of the River Tees, although only one individual was
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:33: lengths recorded for herring as part of the TraC surveys in the River Tees
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:34:River Tees. Data has been presented for the first 95% of fish counts.
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:35:14.6.29 In Environment Agency TraC surveys in the River Tees, sprat was recorded
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:35: lengths recorded for sprat as part of the TraC surveys in the River Tees are
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:35:River Tees. Data has been presented for the first 95% of fish counts.
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:36: recorded in the River Tees in Environment Agency TraC surveys, occurring
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:36: River Tees was an adult, measuring 386 mm in total length.
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:37: Environment Agency TraC surveys in the River Tees, cod was recorded in
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:37: both the middle and lower reaches of the River Tees but not in the upper
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:37: The lengths recorded for cod as part of the TraC surveys in the River Tees
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:39: same pattern was recorded in TraC surveys in the River Tees, with two peaks
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:39:in the River Tees. Data has been presented for the first 95% of fish counts.
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:40:14.6.50 In Environment Agency TraC surveys in the River Tees, Dover sole was
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:40: TraC surveys in the River Tees, the majority of individuals were two years
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:41: Environment Agency TraC surveys in the River Tees, plaice was recorded in
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:41: both the middle and lower reaches of the River Tees but not in the upper
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:41: mm), the latter being the more dominant (ICES, 2006f). In the River Tees,
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:42:the River Tees. Data has been presented for the first 95% of fish counts.
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:43:14.6.62 In Environment Agency TraC surveys in the River Tees, no sandeel were
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:43: recorded in the upper reaches of the River Tees and only six individuals were
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:43: individuals. Lesser sandeel in the lower reaches of the River Tees,
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:43:14.6.63 The total lengths of sandeel recorded in TraC surveys in the River Tees is
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:44:in the River Tees. Data has been presented for the first 95% of fish counts.
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:48: The River Tees is particularly important for salmon and sea trout which both
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:48: regularly use the Tees catchment area. Furthermore, the River Tees is
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:48: were caught in the intertidal areas of the lower reaches of the River Tees.
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:49: species, with only one individual having been recorded in the River Tees in
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:52: Environment Agency (2009). River Tees Salmon Action Plan Review.
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:52: Environment Agency (2013). River Tees fish counts. Online. Available at:
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:52: Environment Agency (2021). River Tees fish counts. Online. Available at:
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:61:Environmental TraC surveys in the lower reaches of the River Tees. From 1985
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:62:Environmental TraC surveys in the middle reaches of the River Tees. From
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:63:Environmental TraC surveys in the upper reaches of the River Tees.
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:65:surveys in the lower reaches of the River Tees (1985 – 2018). Fish species in
EN010103-001141-NZT DCO 6.4.30 ES Vol III Appendix 14B Fisheries and Fish Ecology Baseline Part 3.pdf:66:surveys in the middle reaches of the River Tees (1981 – 2018). Fish species in
EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:21: Receiving Water: The River Tees
EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:22: Receiving Water: The River Tees
EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:24: Receiving Water: River Tees (Saline Estuary)
EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:25: Receiving Water: The River Tees
EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:25: Receiving Water: The River Tees
EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:36: Receiving Water: River Tees (Saline Estuary)
EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:36: Benzene Released Into River Tees - Discovered On 27th March 01. Review
EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:36: 24 Location: I C I Plant, River Tees, North Tees, Teeside, TS G2SW 138 2 452505
EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:36: solvent called NMP to the River Tees
EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:97: Note: No Fish Killed; River Tees
EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:105: Watercourse Name: River Tees
EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:105: Watercourse Name: River Tees
EN010103-000894-NZT DCO 6.2.8 ES Vol 1 Chapter 8 Air Quality.pdf:29: the emissions from the industrial complexes located along the River Tees.
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:11: cross the River Tees using
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:16: this receptor is defined as the area comprising the River Tees, the Tees
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:18:the River Tees / North Sea are identified. Ecology Survey Report), subtidal benthic ecology
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:20:development will have impacts on the River Tees, course of the design development and EIA
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:20:which contains protected fish species, including process, the flexibility for using the River Tees
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:20: using the River Tees.
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:21: to abstract water from the River Tees. This
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:21:imposed on any works taking place in the Tees place in the River Tees; this substantially reduces
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:22:areas of the River Tees and / or North Sea, then Ecology Baseline (ES Volume III, Document Ref.
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:22: abstract water from the River Tees reduces the
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:23:MMO, Stage II Response pg. 6, Fisheries Piling will no longer take place in the River Tees;
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:23:underwater noise in the River Tees. They propose diadromous species using the River Tees.
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:24: River Tees; this substantially reduces (in several
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:24: diadromous species using the River Tees.
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:25:MMO, Stage II Response pg. 8, Fisheries The priorities of the River Tees Salmon Action
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:25:be in line with the priorities of the River Tees signposting to relevant sections within this ES
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:26: the River Tees is no longer required; this vastly
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:26: Outside of the River Tees, the extent of
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:27: Piling will no longer take place in the River Tees;
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:27: diadromous species using the River Tees.
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:33: clearly indicates that sediments within the inner reaches of River Tees are
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:33:14.4.31 Stations sampled on the south bank of the River Tees, within the mouth of the
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:34: As discussed above, the previous option for abstracting water from the River Tees was refined out during the design evolution
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:35: ecology baseline has been defined as the area comprising the River Tees, the
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:35:14.4.40 The River Tees and Estuary is an important water body for diadromous fish
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:35:14.4.41 The River Tees is designated as one of the 64 main salmon rivers in England
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:35: manage the performance of salmon stocks within the River Tees against
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:35: conservation limits (CL) (Cefas et al., 2019). The River Tees has been subject
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:35: Agency, 2009a). The River Tees is not achieving its current CL which has been
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:35: (Environment Agency, 2019d). Within the lower reaches of the River Tees and
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:37: River Tees and the coastal waters around the entrance to the Estuary and to
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:40:14.4.68 The River Tees and Estuary has had a long industrial and urbanised history
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:43:14.5.5 Furthermore, these measures have taken into consideration the River Tees
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:47: across the River Tees. There is no pathway for impact to marine
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:47: abstraction point intake on the south bank of the River Tees was
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:47: the requirement to abstract water from the River Tees using the existing
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:47: River Tees using the existing Infrastructure. As such, the potential impact and
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:55: species identified are considered to be concentrated in the River Tees where
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:66: River Tees are UK BAP priority species and / or species of principal
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:69: acoustic barrier in the River Tees. It is also likely that South Gare Breakwater
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:105: River Tees which would impede migratory fish movements. Consecutive
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:117: Environment Agency (2009a). River Tees Salmon Action Plan Review.
EN010103-001234-NZT - Regulation 32 Transboundary Screening (5).pdf:2: south bank of the River Tees estuary. The SSI site was
EN010103-001234-NZT - Regulation 32 Transboundary Screening (5).pdf:2: gathering pipe network would cross the River Tees. The water
EN010103-001234-NZT - Regulation 32 Transboundary Screening (5).pdf:4: removal of the requirement for water abstraction from the River Tees; and
EN010103-001234-NZT - Regulation 32 Transboundary Screening (5).pdf:6: port, and the Redcar Bulk Terminal on the River Tees. The Applicant has undertaken a
EN010103-002418-NZT DCO 7.13a - Notification of Further Proposed Changes - Oct 2022 (D11).pdf:5: north of the River Tees, across the Tees to the PCC Site, including
EN010103-002418-NZT DCO 7.13a - Notification of Further Proposed Changes - Oct 2022 (D11).pdf:5: • The selection of the method of crossing the River Tees for the CO2
EN010103-000917-NZT DCO 6.2.24 ES Vol I Chapter 24 Cumulative and Combined Effects.pdf:24: bank of the River Tees. February 2021) Impact
EN010103-000917-NZT DCO 6.2.24 ES Vol I Chapter 24 Cumulative and Combined Effects.pdf:74: acoustic barrier in the River Tees which would impede migratory fish
EN010103-000917-NZT DCO 6.2.24 ES Vol I Chapter 24 Cumulative and Combined Effects.pdf:76: at the PCC Site and its environs south of the River Tees. There are no
EN010103-000917-NZT DCO 6.2.24 ES Vol I Chapter 24 Cumulative and Combined Effects.pdf:76: the River Tees arising from the Proposed Development either in isolation or
EN010103-000917-NZT DCO 6.2.24 ES Vol I Chapter 24 Cumulative and Combined Effects.pdf:76: the River Tees in the environs of the PCC Site are considered further below.
EN010103-001126-NZT DCO 6.4.37 ES Vol III Appendix 16B Framework Construction Worker Travel Plan.pdf:8: of the PCC and those pipeline workers working to the south of the River Tees
EN010103-001126-NZT DCO 6.4.37 ES Vol III Appendix 16B Framework Construction Worker Travel Plan.pdf:9:16.3.10 Pipeline workers working to the north of the River Tees would go straight to
EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:6: Middlesbrough, where the River Tees meets the North Sea. The Proposed
EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:12: porpoise are known to regularly forage within the lower stretches of the River Tees
EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:42:4.2.31 The CO2 Gathering Network Pipeline will cross the River Tees in the existing
EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:42: construction through the River Tees in order to install this aspect of the Proposed
EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:43: on the western side of the River Tees, supports a breeding colony of harbour seal.
EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:45:4.2.44 Since the CO2 Gathering Network Pipeline will cross the River Tees in the existing
EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:45: through the River Tees in order to install this aspect of the Proposed Development
EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:51:4.3.16 The CCGT unit will be cooled with water abstracted from the River Tees as a worst-
EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:58: Seal Sands Industrial Estate, before crossing the River Tees and reaching the PCC Site.
EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:58: Therefore, relatively narrow bands of Saltholme Reservoir and the River Tees would
EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:58:6.1.16 The CO2 Gathering Network Pipeline will cross the River Tees in the existing
EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:65: the proximity of the Proposed Development to Coatham Sands and the River Tees,
EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:66: Cleveland Coast SPA / Ramsar, including the River Tees, ditches, ponds in the
EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:66:6.1.45 Given the Proposed Development’s proximity to the River Tees and its hydrological
EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:77: Plan Document (DPD) contains the a) to the south of the River Tees - the land located around Teesport, Smiths Dock
EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:77: management of waste. It consists of b) to the north of the River Tees - the land located around the Graythorp and
EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:77: DPD and the Mineral and Waste c) to the north of the River Tees - the land located around the Port Clarence,
EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:79: proposals (such as to secure an additional strategic road crossing of the River Tees). No potential
EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:79: Proposed Development directly adjacent to the River Tees. It follows that the main relevant
EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:97: g. Paragraph 4.2.30 and 4.2.31 discuss the construction of the gas pipeline below the River Tees in relation to the foraging terns and the CO2 export pipeline
EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:109: arise due to the drilling of the CO2 gathering network below the River Tees as this will not be in the water column.
EN010103-001508-TEXT_CAH1_Session1_NetZeroTeeside_11052022.pdf:3:network route from the north of the river tees and across the T's only part of work number six to the
EN010103-001234-NZT - Regulation 32 Transboundary Screening (3).pdf:2: south bank of the River Tees estuary. The SSI site was
EN010103-001234-NZT - Regulation 32 Transboundary Screening (3).pdf:2: gathering pipe network would cross the River Tees. The water
EN010103-001234-NZT - Regulation 32 Transboundary Screening (3).pdf:4: removal of the requirement for water abstraction from the River Tees; and
EN010103-001234-NZT - Regulation 32 Transboundary Screening (3).pdf:6: port, and the Redcar Bulk Terminal on the River Tees. The Applicant has undertaken a
EN010103-000863-NZT DCO 4.7.3 Gas Connection and AGI Plans Sheet 3.pdf:1: GC1 - RIVER TEES CROSSING -
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:42:Nature Conservation, ES Chapter 20 - Socio Network pipelines across the River Tees in order to Schedule 2 (Document Ref. 2.1): Requirement 3:
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:55: River Tees will access the Site via the existing
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:62: the floodplain, the River Tees and Greatham Creek. 12: Flood Risk Mitigation
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:83: the River Tees and Greatham Creek, with no changes
EN010103-001134-NZT DCO 6.4.45 ES Vol III Appendix 20B- Navigational Risk Assessment Part 1.pdf:3: Terminal (RBT) on the River Tees would be used to facilitate offloading of
EN010103-001134-NZT DCO 6.4.45 ES Vol III Appendix 20B- Navigational Risk Assessment Part 1.pdf:5: Following design refinement, the optionality for abstraction of water from the existing intake on the River Tees was removed
EN010103-001134-NZT DCO 6.4.45 ES Vol III Appendix 20B- Navigational Risk Assessment Part 1.pdf:6: of this NRA to ensure that the activities planned within the River Tees neither
EN010103-001134-NZT DCO 6.4.45 ES Vol III Appendix 20B- Navigational Risk Assessment Part 1.pdf:17:Natural Gas If a crossing under the River Tees is required a micro-bored tunnel will be used to
EN010103-001134-NZT DCO 6.4.45 ES Vol III Appendix 20B- Navigational Risk Assessment Part 1.pdf:17:(River Tees
EN010103-001134-NZT DCO 6.4.45 ES Vol III Appendix 20B- Navigational Risk Assessment Part 1.pdf:17:CO2 Gathering The CO2 Gathering Network will also need to cross the River Tees. The crossing of
EN010103-001134-NZT DCO 6.4.45 ES Vol III Appendix 20B- Navigational Risk Assessment Part 1.pdf:17:Network the River Tees will be achieved used either a micro-bored tunnel from Navigator
EN010103-001134-NZT DCO 6.4.45 ES Vol III Appendix 20B- Navigational Risk Assessment Part 1.pdf:17:(River Tees Terminals to the PCC Site shared with the Natural Gas Connection or alternatively
EN010103-001134-NZT DCO 6.4.45 ES Vol III Appendix 20B- Navigational Risk Assessment Part 1.pdf:20: using the River Tees; and/ or
EN010103-001134-NZT DCO 6.4.45 ES Vol III Appendix 20B- Navigational Risk Assessment Part 1.pdf:20: support craft (i.e. tugs) within the River Tees may constrain the passage of
EN010103-001134-NZT DCO 6.4.45 ES Vol III Appendix 20B- Navigational Risk Assessment Part 1.pdf:20: a hazard to both other mariners using the River Tees and neighbouring
EN010103-001134-NZT DCO 6.4.45 ES Vol III Appendix 20B- Navigational Risk Assessment Part 1.pdf:22:Natural Gas For the crossing under the River Tees, ‘no dig’ construction techniques will be
EN010103-001134-NZT DCO 6.4.45 ES Vol III Appendix 20B- Navigational Risk Assessment Part 1.pdf:22:CO2 Gathering A single corridor crossing underneath the River Tees will be required as part of
EN010103-001134-NZT DCO 6.4.45 ES Vol III Appendix 20B- Navigational Risk Assessment Part 1.pdf:22:Network (River Tees the CO2 Gathering Network ; it is anticipated that this crossing would either
EN010103-001134-NZT DCO 6.4.45 ES Vol III Appendix 20B- Navigational Risk Assessment Part 1.pdf:22: The routeing of the CO2 Gathering Network across the River Tees will be
EN010103-001134-NZT DCO 6.4.45 ES Vol III Appendix 20B- Navigational Risk Assessment Part 1.pdf:23: their facility or the River Tees.
EN010103-001134-NZT DCO 6.4.45 ES Vol III Appendix 20B- Navigational Risk Assessment Part 1.pdf:24: vessels using the River Tees and may distract other mariners. This risk is
EN010103-001134-NZT DCO 6.4.45 ES Vol III Appendix 20B- Navigational Risk Assessment Part 1.pdf:24: likely to apply to the majority of vessels using the River Tees (i.e. MAR-D,
EN010103-001134-NZT DCO 6.4.45 ES Vol III Appendix 20B- Navigational Risk Assessment Part 1.pdf:24: reduce the navigable channel available temporarily within the River Tees,
EN010103-001134-NZT DCO 6.4.45 ES Vol III Appendix 20B- Navigational Risk Assessment Part 1.pdf:24: vessel and support craft within the River Tees may constrain the passage
EN010103-001134-NZT DCO 6.4.45 ES Vol III Appendix 20B- Navigational Risk Assessment Part 1.pdf:24: using the River Tees (i.e. MAR-D, MAR-F and MAR-G vessels) however,
EN010103-001134-NZT DCO 6.4.45 ES Vol III Appendix 20B- Navigational Risk Assessment Part 1.pdf:24: pose a hazard to other mariners using the River Tees and neighbouring
EN010103-001134-NZT DCO 6.4.45 ES Vol III Appendix 20B- Navigational Risk Assessment Part 1.pdf:24:between two large vessels within the River Tees, one of which was docked at the RBT. The NRA is cognisant of this report and
EN010103-001134-NZT DCO 6.4.45 ES Vol III Appendix 20B- Navigational Risk Assessment Part 1.pdf:26: to be relevant to the future baseline of marine traffic in the River Tees.
EN010103-001134-NZT DCO 6.4.45 ES Vol III Appendix 20B- Navigational Risk Assessment Part 1.pdf:30: operating experience of the River Tees, Estuary mouth, the Tees Bay and
EN010103-001134-NZT DCO 6.4.45 ES Vol III Appendix 20B- Navigational Risk Assessment Part 1.pdf:31: carrier Gülnak and the moored bulk carrier Cape Mathilde River Tees,
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:311: west of River Tees, Stockton- Grays Grays
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:401: Redcar, other than interests One Chapel Place (in respect of River Tees)
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:401: (in respect of River Tees) (in respect of gas pipeline)
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:402: Trunk Road, Redcar, other One Chapel Place (in respect of River Tees)
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:402: (in respect of River Tees) (Org No. - 00358535)
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:405: Redcar, other than interests One Chapel Place (in respect of River Tees) (Org No. - 7251600)
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:405: (in respect of River Tees)
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:405: Trunk Road, Redcar, other One Chapel Place SW3 3TY (in respect of River Tees) (Org No. - 7251600)
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:406: (in respect of River Tees)
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:406: Redcar, other than interests One Chapel Place (in respect of River Tees) (Org No. - 7251600)
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:406: (in respect of River Tees)
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:406: River Tees, Redcar TS2 1AH 32 Gallowgate 32 Gallowgate EC2N 4AA
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:407: River Tees, Redcar Newcastle Upon Tyne Newcastle Upon Tyne EC1N 6RA
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:408: of River Tees, Redcar Wilton International BS1 5AH EC1N 6RA
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:409: of River Tees, Redcar Wilton International BS1 5AH EC1N 6RA
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:412: metres of river (River Tees), Ports Limited Horizon House Limited
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:412: EC1N 6RA (in respect of River Tees) 2 Tallis Street
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:412: (in respect of River Tees) M50 1DT
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:428: west of A1085, Trunk Road, EC1N 6RA (in respect of River Tees) 2 Tallis Street
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:428: (in respect of River Tees) M50 1DT
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:428: (River Tees) west of A1085, 17 Charterhouse Street 11-12 St James's Square C/O: Legalinx Limited
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:895: and pipelines west of River Tees, Royal College Hill
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:904: hardstanding east of River Tees, Teesdale Business Park
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:1156: road west of River Tees, Stockton-on-Tees Wexham Road
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:1158: of River Tees, Stockton-on-Tees Wexham Road
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:1160: pipelines and hardstanding west of River Tees, Cassel Works
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:1161: road west of River Tees, Stockton-on-Tees Wexham Road
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:1162: of River Tees, Stockton-on-Tees Wexham Road
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:1210: River Tees, Stockton-on-Tees Royal College Hill
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:1264: grassland and pipeline west of River Tees, (trading as Lianhetech Seal Sands)
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:1265: square metres of river (River Tees), bed and 1 Wellheads Avenue
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:1265: river (River Tees), bed and banks thereof and The Akzonobel Building
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:1267: conveyors and hardstanding east of River Tees, Teesside Airport Business Suite
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:1268: channel (Dabholm Gut) east of River Tees, 1 Wellheads Avenue
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:1277: (River Tees), bed and banks thereof, The Akzonobel Building
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:1278: of river (River Tees) west of A1085, Trunk Suite 1, 3rd Floor
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:1451: metres of river (River Tees), bed and Crown
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:1451: (in respect of River Tees)
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:1451: metres of river (River Tees), bed and Crown
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:1451: (in respect of River Tees)
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:1452: metres of river (River Tees), bed and Crown
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:1452: (in respect of River Tees)
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:1452: metres of river (River Tees), bed and Crown Anchor House
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:1452: (in respect of River Tees)
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:1452: metres of river (River Tees), and bed Crown
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:1453: (in respect of River Tees)
EN010103-001797-NZT DCO 9.10 - Applicants' Comments on Deadline 1 submissions - June 2022.pdf:5: River Tees) to collect and transport the captured CO2 from industrial emitters
EN010103-001797-NZT DCO 9.10 - Applicants' Comments on Deadline 1 submissions - June 2022.pdf:6: crossings beneath the River Tees.
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:6: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:9:3.2.1 The potential source of the water used for cooling is raw, untreated, River Tees water
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:10: already present in the raw water feed being abstracted from the River Tees. It will
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:10: simply be abstracted from the River Tees (by NWL), used on the Site and directed
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:12: • Raw Water from the River Tees; and
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:18: sources along the River Tees upstream of Middlesbrough
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:21: channel of the River Tees, in the bottom half of the water column;
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:34:3.1 Model of the River Tees Estuary …………………………………………………………………………………. 15
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:35:Table 2-2: Mean Pollutant Concentrations at River Tees Abstraction Points (2016-2022) ……………… 11
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:36:Inorganic Nitrogen (DIN) concentrations within Tees Bay and the River Tees Estuary. The results of this
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:37:hydrodynamic model of the tidal River Tees and Tees Bay. Full details of this work are provided in
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:37:water abstracted upstream of the tidal limit on the River Tees by Northumbrian Water Limited (NWL)
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:37:of the Blowdown Water is untreated water from the River Tees and contains contaminants typical of a
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:41:The source of the Blowdown Water is untreated River Tees water from three abstraction points – Low
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:41:Table 2-2: Mean Pollutant Concentrations at River Tees Abstraction Points (2016-2022)
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:42:present in significant quantities in the River Tees because they were withdrawn from UK use in 2002,
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:42:2018 and 2002 respectively. Monitoring continues for Cypermethrin in the River Tees but this substance
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:43: River Tees Water data multiplied by 5, with an additional ammonia component then added to
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:43: in the discharged effluent. Effluent pollutant concentrations are taken from the River Tees water
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:45:3.1 Model of the River Tees Estuary
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:45:model domain covers the River Tees Estuary and extends 10 km offshore and 30 km along the
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:45:section of the model, Greatham Creek inflow and River Tees inflow represented at the location of Tees
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:45: extending upstream in the River Tees. A non-continuous freshwater discharge has been added at
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:49:at this location is more influenced by flows from the River Tees. Sample Point B gives an average
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:58:water surface and does not extend into the River Tees at any water depth. A mixing zone of this size is
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:64:will be initially sourced from the River Tees and will contain river water contaminants which will be
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:64:Water quality data for the River Tees has been provided by Northumbrian Water and combined with
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:64: River Tees Water data multiplied by 5, with an additional ammonia component then added to
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:64: in the discharged effluent. Effluent pollutant concentrations are taken from the River Tees water
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:65:River Tees Water. The available information does show that concentrations of iron, copper, diazinon,
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:65:model of Tees Bay and the River Tees constructed and calibrated in 2019 and included as Appendix A
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:180:3.1 Model of the River Tees Estuary …………………………………………………………………………………. 21
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:181:Table 2-3: Mean Pollutant Concentrations at River Tees Abstraction Points (2016-2022) 2 ……………. 14
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:181:Table 3-1: Vertical Layering Details for the River Tees and Tees Bay Hydrodynamic Model ………….. 22
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:183: Focussed on developing 3D hydrodynamic model of Tees Bay, the River Tees
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:184: tidal limit on the River Tees by Northumbrian Water Limited (NWL) will be supplied to the site
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:184:untreated water from the River Tees and contains contaminants typical of a large lowland river draining
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:190:The source of the Cooling Tower Blowdown Water is untreated River Tees water from one of three
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:190:Table 2-3: Mean Pollutant Concentrations at River Tees Abstraction Points (2016-2022) 2
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:191:raw water from the River Tees will be filtered, with approximately 10% directed straight to the Tees Bay
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:191:ultimate source of pollutants in these effluent streams is the River Tees – use of this water changes the
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:192:preserve nutrient neutrality in the Dabholm Gut and River Tees estuary. A return flow rate of 750 m3/s
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:194:River Tees at Low Worsall. Condensed Water is assumed to contain only ammonia as a pollutant, while
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:194:non-Tidal River Tees and Bran Sands WwTW, however average concentrations are not expected to
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:194:pollutants currently reach the Bay via the River Tees or Bran Sands discharge currently. Mixed effluent
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:195: direction carries effluent away from the River Tees estuary. This is in order to provide additional
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:197:3.1 Model of the River Tees Estuary
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:197:model domain covers the River Tees Estuary and extends 10 km offshore and 30 km along the
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:198:Table 3-1: Vertical Layering Details for the River Tees and Tees Bay Hydrodynamic Model
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:198:section of the model, Greatham Creek inflow and River Tees inflow represented at the location of Tees
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:198: to prevent saline water extending upstream in the River Tees. A non-continuous freshwater
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:202:may be more influenced by flows from the River Tees and use of the Sample Point B data will therefore
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:202:allow for the effects of discharges into the River Tees to be taken into account in the modelling. Sample
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:215:Tees Bay and the River Tees estuary only; the resulting impacts on ecological receptors will be
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:216:The blowdown water and filtration reject water will be sourced from the non-tidal River Tees and will
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:216:Sands WwTW while preserving nutrient neutrality within Dabholm Gut and the River Tees Estuary. The
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:216:Water quality data for the River Tees has been provided by Northumbrian Water and combined with
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:216:information for the River Tees Water). The available information does show that concentrations of
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:217:model of Tees Bay and the River Tees constructed and calibrated in 2019 and included as Appendix A
EN010103-001332-NZT DCO 7.8.1 - Environmental Statement Addendum - Volume I - Apr 2022.pdf:7: Sands (Option 2), which does not require a new crossing of the River Tees. In
EN010103-001332-NZT DCO 7.8.1 - Environmental Statement Addendum - Volume I - Apr 2022.pdf:14: Network across the River Tees will be Network across the River Tees will be
EN010103-001332-NZT DCO 7.8.1 - Environmental Statement Addendum - Volume I - Apr 2022.pdf:14: crossing of the Tees direct to the STDC the River Tees to Bran Sands and then
EN010103-001332-NZT DCO 7.8.1 - Environmental Statement Addendum - Volume I - Apr 2022.pdf:15: crosses the river Tees from a location
EN010103-001332-NZT DCO 7.8.1 - Environmental Statement Addendum - Volume I - Apr 2022.pdf:16: pipeline crosses the river Tees and lands
EN010103-001332-NZT DCO 7.8.1 - Environmental Statement Addendum - Volume I - Apr 2022.pdf:16: Natural Gas Connection both require crossing underneath the tidal River Tees
EN010103-001332-NZT DCO 7.8.1 - Environmental Statement Addendum - Volume I - Apr 2022.pdf:17: Seal Sands under the River Tees to
EN010103-001332-NZT DCO 7.8.1 - Environmental Statement Addendum - Volume I - Apr 2022.pdf:17: that runs under the River Tees.
EN010103-001332-NZT DCO 7.8.1 - Environmental Statement Addendum - Volume I - Apr 2022.pdf:19: need to cross the River Tees using will need to cross the River Tees using
EN010103-001332-NZT DCO 7.8.1 - Environmental Statement Addendum - Volume I - Apr 2022.pdf:22:CGC22 454687, 524780 River Tees (HDD) HDD bore New
EN010103-001332-NZT DCO 7.8.1 - Environmental Statement Addendum - Volume I - Apr 2022.pdf:22:CGC24 454686, 524771 River Tees Tunnel Existing
EN010103-001332-NZT DCO 7.8.1 - Environmental Statement Addendum - Volume I - Apr 2022.pdf:46: drilling of the River Tees appendix, which is a
EN010103-001332-NZT DCO 7.8.1 - Environmental Statement Addendum - Volume I - Apr 2022.pdf:46: of the River Tees. This will by the changes.
EN010103-001332-NZT DCO 7.8.1 - Environmental Statement Addendum - Volume I - Apr 2022.pdf:67: crossing the River Tees by removing the need for a bored tunnel from
EN010103-001332-NZT DCO 7.8.1 - Environmental Statement Addendum - Volume I - Apr 2022.pdf:69: includes the crossings under the River Tees which will be via a horizontal
EN010103-001332-NZT DCO 7.8.1 - Environmental Statement Addendum - Volume I - Apr 2022.pdf:79: new crossing of the River Tees - Option 1A and Option 1B (i.e. removal of
EN010103-001332-NZT DCO 7.8.1 - Environmental Statement Addendum - Volume I - Apr 2022.pdf:80: crossing the River Tees by removing the need for a bored tunnel from
EN010103-001332-NZT DCO 7.8.1 - Environmental Statement Addendum - Volume I - Apr 2022.pdf:81: the east of the River Tees, with the drilling trajectory towards a landing site in
EN010103-001332-NZT DCO 7.8.1 - Environmental Statement Addendum - Volume I - Apr 2022.pdf:85: of intertidal habitat that intersects the line of the River Tees crossing, either
EN010103-001332-NZT DCO 7.8.1 - Environmental Statement Addendum - Volume I - Apr 2022.pdf:86: adjacent to the River Tees Channel and the northern edge of Bran Sands
EN010103-002324-NZT DCO 9.38 - Applicants' Comments on Deadline 8 Submissions Oct 2022 (D9).pdf:6: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:270: River Tees, Stockton-on-Tees Limited
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:360: west of River Tees, Stockton- Grays Grays
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:480: Redcar, other than interests London (in respect of River Tees)
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:480: (in respect of River Tees) (Org No. - BR005086)
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:480: Trunk Road, Redcar, other London (in respect of River Tees)
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:481: (in respect of River Tees) SL2 5DS
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:484: Redcar, other than interests London (in respect of River Tees) EC1N 6RA
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:484: (in respect of River Tees)
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:484: Trunk Road, Redcar, other London SW3 3TY (in respect of River Tees) EC1N 6RA
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:485: (in respect of River Tees) (Org No. - 01021338)
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:485: Redcar, other than interests London (in respect of River Tees) EC1N 6RA
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:485: (in respect of River Tees)
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:485: River Tees, Redcar TS2 1AH Newcastle Upon Tyne Newcastle Upon Tyne EC2N 4AA
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:486: River Tees, Redcar NE1 4BF NE1 4BF London
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:487: of River Tees, Redcar Middlesbrough BS1 5AH London
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:488: of River Tees, Redcar Middlesbrough BS1 5AH London
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:492: (CE148382 - Absolute EC1N 6RA (in respect of River Tees) 2 Tallis Street
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:492: (in respect of River Tees) M50 1DT
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:509: west of A1085, Trunk Road, EC1N 6RA (in respect of River Tees) 2 Tallis Street
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:509: (in respect of River Tees) M50 1DT
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:509: river (River Tees) west of 17 Charterhouse Street 11-12 St James's Square C/O: Legalinx Limited
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:1063: and pipelines west of River Tees, Royal College Hill
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:1078: hardstanding east of River Tees, Teesdale Business Park
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:1394: road west of River Tees, Stockton-on-Tees Wexham Road
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:1397: of River Tees, Stockton-on-Tees Wexham Road
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:1399: pipelines and hardstanding west of River Tees, Cassel Works
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:1400: road west of River Tees, Stockton-on-Tees Wexham Road
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:1401: of River Tees, Stockton-on-Tees Wexham Road
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:1455: River Tees, Stockton-on-Tees Royal College Hill
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:1522: grassland and pipelines west of River Tees, (trading as Lianhetech Seal Sands)
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:1523: square metres of river (River Tees), bed and 1 Wellheads Avenue
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:1523: river (River Tees), bed and banks thereof and The Akzonobel Building
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:1526: conveyors and hardstanding east of River Tees, Teesside Airport Business Suite
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:1526: channel (Dabholm Gut) east of River Tees, 1 Wellheads Avenue
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:1537: of river (River Tees) west of A1085, Trunk Suite 1, 3rd Floor
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:1738: metres of river (River Tees), bed and C/O: Carter Jonas LLP
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:1738: (in respect of River Tees)
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:1738: metres of river (River Tees), bed and C/O: Carter Jonas LLP
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:1738: (in respect of River Tees)
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:1739: metres of river (River Tees), bed and C/O: Carter Jonas LLP
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:1739: (in respect of River Tees)
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:1739: metres of river (River Tees), bed and C/O: Carter Jonas LLP Anchor House
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:1739: (in respect of River Tees)
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:1739: metres of river (River Tees), and bed C/O: Carter Jonas LLP
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:1740: (in respect of River Tees)
EN010103-000905-NZT DCO 6.2.21 ES Vol I Chapter 21 Climate Change.pdf:7: area (i.e. the Tidal River Tees), marine policy documents are relevant to
EN010103-002438-South Tees Development Corporation - Other- STDC’s Final Summary of Outstanding Objections and Closing Submissions.pdf:2: River Tees, in the Borough of Redcar and Cleveland
EN010103-001916-NZT DCO 9.21 - Notification of Further Proposed Changes and Update on Remaining Optionality July 2022 (D4).pdf:5: the River Tees with the CO2 Gathering Network (Work No. 6). This work has identified
EN010103-001916-NZT DCO 9.21 - Notification of Further Proposed Changes and Update on Remaining Optionality July 2022 (D4).pdf:7: the River Tees are included:
EN010103-000909-NZT DCO 6.2.17 ES Vol I Chapter 17 Landscape and Visual Amenity.pdf:5: Biodiversity Opportunity Areas in the River Tees Corridor, Teesmouth and
EN010103-000909-NZT DCO 6.2.17 ES Vol I Chapter 17 Landscape and Visual Amenity.pdf:12: River Tees and the views have also been
EN010103-000909-NZT DCO 6.2.17 ES Vol I Chapter 17 Landscape and Visual Amenity.pdf:15: reaches of the River Tees contrasts with the surrounding rural landscape.
EN010103-000909-NZT DCO 6.2.17 ES Vol I Chapter 17 Landscape and Visual Amenity.pdf:19:17.4.28 The River Tees flows south to north through the centre of the Study Area
EN010103-000909-NZT DCO 6.2.17 ES Vol I Chapter 17 Landscape and Visual Amenity.pdf:20: borders the River Tees. The route then follows closer to the edge of the Tees,
EN010103-000909-NZT DCO 6.2.17 ES Vol I Chapter 17 Landscape and Visual Amenity.pdf:20: along the south of the River Tees. It crosses the Newport Bridge and then
EN010103-000909-NZT DCO 6.2.17 ES Vol I Chapter 17 Landscape and Visual Amenity.pdf:20: turns south, following the northern bank of the River Tees.
EN010103-000909-NZT DCO 6.2.17 ES Vol I Chapter 17 Landscape and Visual Amenity.pdf:20: contains localised tranquil areas including along the coast, River Tees and
EN010103-000909-NZT DCO 6.2.17 ES Vol I Chapter 17 Landscape and Visual Amenity.pdf:20: Seal Sands and Billingham on the north bank of the River Tees, west of the
EN010103-000909-NZT DCO 6.2.17 ES Vol I Chapter 17 Landscape and Visual Amenity.pdf:20: the Site boundary, on the south bank of the River Tees. To the immediate west
EN010103-000909-NZT DCO 6.2.17 ES Vol I Chapter 17 Landscape and Visual Amenity.pdf:20: northern side of the River Tees.
EN010103-000909-NZT DCO 6.2.17 ES Vol I Chapter 17 Landscape and Visual Amenity.pdf:25: The River Tees is visible towards the background of the view. The background is
EN010103-002409-NZT DCO - 9.45 Written Summary of Oral Submission for ISH6 - Oct 2022 (D11).pdf:5: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-002409-NZT DCO - 9.45 Written Summary of Oral Submission for ISH6 - Oct 2022 (D11).pdf:7: from the River Tees for cooling purposes and discharge it into the Tees Bay after use. This abstracted water already
EN010103-002409-NZT DCO - 9.45 Written Summary of Oral Submission for ISH6 - Oct 2022 (D11).pdf:7: the abstraction of water containing nitrogen from the river Tees. The Applicants have also looked at dispersion
EN010103-001234-NZT - Regulation 32 Transboundary Screening.pdf:2: south bank of the River Tees estuary. The SSI site was
EN010103-001234-NZT - Regulation 32 Transboundary Screening.pdf:2: gathering pipe network would cross the River Tees. The water
EN010103-001234-NZT - Regulation 32 Transboundary Screening.pdf:4: removal of the requirement for water abstraction from the River Tees; and
EN010103-001234-NZT - Regulation 32 Transboundary Screening.pdf:6: port, and the Redcar Bulk Terminal on the River Tees. The Applicant has undertaken a
EN010103-002464-DLA Piper UK LLP - Other- Protective provisions position statement requested by ExA 21.pdf:4: bank of the River Tees, and the Wilton Complex (including connections to the integrated
EN010103-002634-NZT DCO 3.3 - Funding Statement - Appendix 1 (Tracked) - Nov 2022 (D13).pdf:9: exception of the gas and CO2 pipeline crossings of the River Tees and the water outfall
EN010103-002634-NZT DCO 3.3 - Funding Statement - Appendix 1 (Tracked) - Nov 2022 (D13).pdf:10: network) cross the River Tees into the administrative area of Stockton-on-Tees
EN010103-002634-NZT DCO 3.3 - Funding Statement - Appendix 1 (Tracked) - Nov 2022 (D13).pdf:10: Borough Council. At this location, the River Tees is tidal. In addition, there are
EN010103-002634-NZT DCO 3.3 - Funding Statement - Appendix 1 (Tracked) - Nov 2022 (D13).pdf:11: a CO2 gathering network (including connections under the tidal River Tees) to
EN010103-002634-NZT DCO 3.3 - Funding Statement - Appendix 1 (Tracked) - Nov 2022 (D13).pdf:11: Stockton-on-Tees, including crossings beneath the River Tees.
EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:5: and Middlesbrough, where the River Tees meets the North Sea. The Proposed
EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:23:2.5.5 The majority of the water features on the eastern bank of the River Tees either
EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:23: directed to the River Tees by Lackenby Channel, an artificial drainage channel
EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:23: to the River Tees through the Dabholm Gut. Figure 2.5 shows the surface water
EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:28: assist in the construction of the trenchless crossing of the River Tees and at the
EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:29: the River Tees and the North Sea.
EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:30:3.2.6 The CO2 Gathering Network needs to cross the River Tees in order to access the PCC
EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:30: launch point would be situated on the eastern bank of the River Tees in a 40m wide
EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:37: for the HDDs below the River Tees and the SPA.
EN010103-001993-NZT DCO 9.25 - Applicants' Comments on Deadline 4 Submissions - August 2022(D5).pdf:5: River Tees) to collect and transport the captured CO2 from industrial emitters
EN010103-001993-NZT DCO 9.25 - Applicants' Comments on Deadline 4 Submissions - August 2022(D5).pdf:6: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-001993-NZT DCO 9.25 - Applicants' Comments on Deadline 4 Submissions - August 2022(D5).pdf:23: contribution of nitrates to the catchment of the River Tees.
EN010103-001893-NZT DCO 8.1 - RCBC SoCG (Tracked) July 2022 (D4).pdf:6: River Tees) to collect and transport the captured CO2 from industrial emitters
EN010103-001893-NZT DCO 8.1 - RCBC SoCG (Tracked) July 2022 (D4).pdf:6: Council, including crossings beneath the River Tees.
EN010103-001893-NZT DCO 8.1 - RCBC SoCG (Tracked) July 2022 (D4).pdf:6: administrative boundary on the southern side of the River Tees. Some parts of the
EN010103-001778-NZT DCO 9.8 - Appendix DLV.1.7 LCA Extracts - June 2022.pdf:10: • Industry dominates area to the east along the River Tees;
EN010103-001778-NZT DCO 9.8 - Appendix DLV.1.7 LCA Extracts - June 2022.pdf:11:the Borough of Stockton. The River Tees forms the southern boundary of the area and also the extent of
EN010103-001778-NZT DCO 9.8 - Appendix DLV.1.7 LCA Extracts - June 2022.pdf:12:The River Tees runs along the southern boundary of this area where it exits land at Tees Mouth, just north
EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:8:Controlled Waters The main surface water receptors are the River Tees, Tees Bay and
EN010103-002284-NZT DCO 8.2 - STBC SoCG - Sept 2022(D8) - final signed.pdf:6: River Tees) to collect and transport the captured CO2 from industrial emitters
EN010103-002284-NZT DCO 8.2 - STBC SoCG - Sept 2022(D8) - final signed.pdf:6: including crossings beneath the River Tees.
EN010103-002284-NZT DCO 8.2 - STBC SoCG - Sept 2022(D8) - final signed.pdf:6: administrative boundary on the southern side of the River Tees, some parts of the
EN010103-002636-NZT DCO 8.5 - EA SoCG - Final (signed) - Oct 2022 (D13).pdf:5: the connections under the tidal River Tees), a high-
EN010103-002636-NZT DCO 8.5 - EA SoCG - Final (signed) - Oct 2022 (D13).pdf:7: Work No. 6 a CO2 gathering network (including connections under the tidal River Tees)
EN010103-002636-NZT DCO 8.5 - EA SoCG - Final (signed) - Oct 2022 (D13).pdf:8: Redcar and Stockton-on-Tees, including crossings beneath the River Tees.
EN010103-002636-NZT DCO 8.5 - EA SoCG - Final (signed) - Oct 2022 (D13).pdf:18: The HDD crossing of the River Tees was removed from the Order
EN010103-001574-NZT DCO 8.36 - Statement of Commonality - May 2022.pdf:5: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-001576-NZT DCO 9.3 - Written Summary ISH2 - May 2022.pdf:5: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.pdf:3:18.1.4 The Site is located on the south bank of the River Tees and comprises parts
EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.pdf:8: reflects the geomorphology of the River Tees and its tributaries. The bedrock
EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.pdf:9: course of the River Tees, or one of its tributaries, and has the potential to
EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.pdf:10:18.5.3 The River Tees floodplain would have provided a suitable environment for
EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.pdf:10: Daniels, R, (2014), An introduction to the Archaeology and Heritage of the River Tees Rediscovered Landscape Partnership
EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.pdf:12: River Tees continued to be used for settlement and crop growing. Other
EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.pdf:13: Daniels, R, (2014), An introduction to the Archaeology and Heritage of the River Tees Rediscovered Landscape Partnership
EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.pdf:16: the banks of the River Tees. The slag was dumped on marshland and
EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.pdf:17: brickyards (5653), as well as the River Tees Dockyard at Teesport.
EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.pdf:29: River Tees Rediscovered Landscape Partnership Area. Hartlepool: Tees
EN010103-001907-NZT DCO 8.36 - Statement of Commonality - July 2022(D4).pdf:5: on-Tees Borough Councils, including crossings beneath the River Tees.
EN010082-000012-Scoping Opinion.pdf:28: water supply which is abstracted from the River Tees, and that any
EN010082-000012-Scoping Opinion.pdf:67:abstracted from and returned to the river Tees (as opposed to utilising the
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:11: particulates prior to discharge into the River Tees as
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:15: 6.4.3 River Tees.
EN010082-000402-5.8 - Tees CCPP - Carbon Capture Readiness Statement - UPDATED - 15.05.18.pdf:4: Wilton Site on the south side of the river Tees.
EN010082-000402-5.8 - Tees CCPP - Carbon Capture Readiness Statement - UPDATED - 15.05.18.pdf:15:5.3 Sembcorp has a number of key pipeline corridors to both the north and south of the river Tees which
EN010082-000402-5.8 - Tees CCPP - Carbon Capture Readiness Statement - UPDATED - 15.05.18.pdf:15: by corridors that include tunnels under the river Tees connecting the northern and southern industrial
EN010082-000379-6.2.5 - Tees CCPP - ES Chapter 5 Project Description - tracked Rev 2 with figures.pdf:21: both the north and south of the river Tees which would enable CO 2 from Tees
EN010082-000654-TEES Final Recommendation Report and Errata.pdf:21: and flows in a northerly direction towards the River Tees. There are also
EN010082-000654-TEES Final Recommendation Report and Errata.pdf:66: including in Middlesbrough itself and to the north, beyond the River Tees.
EN010082-000654-TEES Final Recommendation Report and Errata.pdf:84: participating in water course clean up initiatives, including the River Tees
EN010082-000654-TEES Final Recommendation Report and Errata.pdf:96: River Tees Estuary is the only water body in hydrological connectivity
EN010082-000654-TEES Final Recommendation Report and Errata.pdf:96: located in and around the River Tees Estuary [Figure H2.1 of the NSER,
EN010082-000654-TEES Final Recommendation Report and Errata.pdf:96: the River Tees and is regulated through an existing discharge consent
EN010082-000654-TEES Final Recommendation Report and Errata.pdf:109: and 3.0.9 of the RIES PD-015, the River Tees is hydrologically
EN010082-000654-TEES Final Recommendation Report and Errata.pdf:109: into the River Tees and is regulated by an existing discharge consent
EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:30: into the River Tees as per the Wilton Site Environmental Permit.
EN010082-000174-EN010082-6.2.3-ES Chapter 3-EIA Approach-Final-November 2017.pdf:40: River Tees. separate planning application to Construction dust N Outside
EN010082-000174-EN010082-6.2.3-ES Chapter 3-EIA Approach-Final-November 2017.pdf:40: River Tees comprising 30 wind turbines. Construction noise N Outside
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:5: the River Tees (as opposed to utilising the Teesside Industrial raw supply and Wilton Site operational and
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:33: River Tees.
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:36: flows in a northerly direction towards the River Tees. There are also four
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:38: • River Tees / Tees Estuary approximately 3.5 km northwest of the Project
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:41: consideration that the River Tees, at this location, is part of the Tees Estuary
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:44:6.133 The River Tees, at this location, is part of the Tees Estuary (an international
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:44: to the River Tees is considered to be very low.
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:44: discharging into the River Tees.
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:54: Drainage System, and ultimately into the River Tees estuary.
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:56: geochemistry and on and surface River Tees
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:72: the River Tees as per the Environmental Permit.
EN010082-000314-TEES - Regulation 24 Transboundary Screening (1).pdf:2: proximity to the application site. The River Tees/Tees Estuary is
EN010082-000314-TEES - Regulation 24 Transboundary Screening (1).pdf:5: channel of the River Tees (thereby closer to the application site) and further into the
EN010082-000193-EN010082-6.3.3-ES Annex C-Flood Risk Assessment-Final-November 2017.pdf:12: Industrial Site, located to the south of the River Tees estuary in
EN010082-000193-EN010082-6.3.3-ES Annex C-Flood Risk Assessment-Final-November 2017.pdf:12: direction towards the River Tees. There are also four other small drainage
EN010082-000193-EN010082-6.3.3-ES Annex C-Flood Risk Assessment-Final-November 2017.pdf:14: River Tees / Tees Estuary approximately 3.5 km northwest of the Project
EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:28: to discharge into the River Tees as per the Wilton Site Environmental Permit.
EN010082-000214-EN010082-5.8-Carbon capture Readiness (CCR) Statement-Final-November 2017.pdf:5: the Wilton Site on the south side of the river Tees.
EN010082-000214-EN010082-5.8-Carbon capture Readiness (CCR) Statement-Final-November 2017.pdf:15:5.3 Sembcorp has a number of key pipeline corridors to both the north and south of the river Tees which
EN010082-000214-EN010082-5.8-Carbon capture Readiness (CCR) Statement-Final-November 2017.pdf:15: reached by corridors that include tunnels under the river Tees connecting the northern and southern
EN010082-000556-7.4 - Tees CCPP - Environment Agency SoCG - DRAFT UNSIGNED - 22.08.18.pdf:10: Applicant has participated in the River Tees Clean Up Initiative that took place in February 2018. This
EN010082-000556-7.4 - Tees CCPP - Environment Agency SoCG - DRAFT UNSIGNED - 22.08.18.pdf:10: River Tees Regenerated. The initiative focused on collecting plastic and other debris that had washed
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:10: discharge into the River Tees as per the Wilton
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:16: 6.4.3 discharge into the River Tees.
EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:9: towards River Tees.
EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:27: with Kinkerdale Beck flowing in a SW-NE direction, towards the River Tees.
EN010082-000555-8.50 - Tees CCPP - Applicant's Comments on Responses to the ExA's SWQs - Deadline 6 - FINAL - 22.08.18.pdf:10: the River Tees is hydrologically connected to the Proposed avoid the risk of a legal challenge.
EN010082-000555-8.50 - Tees CCPP - Applicant's Comments on Responses to the ExA's SWQs - Deadline 6 - FINAL - 22.08.18.pdf:12: acknowledge that it seems highly unlikely that it will be Specifically, the Applicant has participated in the River Tees
EN010082-000555-8.50 - Tees CCPP - Applicant's Comments on Responses to the ExA's SWQs - Deadline 6 - FINAL - 22.08.18.pdf:12: the existing modifications at the proposed site are not significant National Lottery funded organisation River Tees Regenerated.
EN010082-000397-8 6 - Tees CCP - Applicant's Response to ExA's WQs - Deadline 2 - FINAL.pdf:13: Development would generate ‘an increase in trade effluents (cooling water The only water body that is within hydrological connection with the proposed project site is the River Tees estuary. This connection is
EN010082-000397-8 6 - Tees CCP - Applicant's Response to ExA's WQs - Deadline 2 - FINAL.pdf:23: direction, towards the River Tees.
EN010082-000397-8 6 - Tees CCP - Applicant's Response to ExA's WQs - Deadline 2 - FINAL.pdf:54: which is protected by the naturally occurring higher ground along the south bank of the River Tees. Even in combination with a storm
EN010082-000502-8.13 - Tees CCPP - Figure C3.1.pdf:2: RIVER TEES
EN010082-000478-Applicant’s Comments on the Environment Agency’s Written Representations D3.pdf:10: whether the proposed development will contribute towards a cumulative deterioration of surface water runoff and effluent from all businesses on the site and ultimately discharges to the River Tees estuary via the Dabholm
EN010082-000216-EN010082-5.1-Consultation Report-Final-November 2017.pdf:122: north of the River Tees.
EN010082-000216-EN010082-5.1-Consultation Report-Final-November 2017.pdf:140: National Grid connection north of the River Tees. The supply pipeline
EN010082-000216-EN010082-5.1-Consultation Report-Final-November 2017.pdf:168: Grid owned National Transmission System north of the River Tees. The
EN010082-000216-EN010082-5.1-Consultation Report-Final-November 2017.pdf:188: of the River Tees. The supply pipeline connection
EN010082-000216-EN010082-5.1-Consultation Report-Final-November 2017.pdf:300: northerly direction towards the River Tees. There are also four other small
EN010082-000216-EN010082-5.1-Consultation Report-Final-November 2017.pdf:301: the River Tees, approximately 4.3 km to the west.
EN010082-000216-EN010082-5.1-Consultation Report-Final-November 2017.pdf:305: commenced around the River Tees during the Industrial Revolution and
EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:28: into the River Tees as per the Wilton Site Environmental Permit.
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:29: into the River Tees as per the Wilton Site Environmental Permit.
EN010082-000314-TEES - Regulation 24 Transboundary Screening (3).pdf:2: proximity to the application site. The River Tees/Tees Estuary is
EN010082-000314-TEES - Regulation 24 Transboundary Screening (3).pdf:5: channel of the River Tees (thereby closer to the application site) and further into the
EN010082-000430-Redcar and Cleveland Local Impact Report - signed_Redacted.pdf:6: including in Middlesbrough itself and views north beyond the river Tees. It could be
EN010082-000430-Redcar and Cleveland Local Impact Report - signed_Redacted.pdf:11: views north beyond the river Tees.
EN010082-000574-Applicant's DL7 submission AECOM Report - CCR - Issue 4.pdf:5: river Tees.
EN010082-000562-Report on the Implications for European Sites.pdf:14: confirmed that the River Tees Estuary was the only water body in
EN010082-000562-Report on the Implications for European Sites.pdf:14: the River Tees Estuary (along with the proposed Ramsar extension,
EN010082-000562-Report on the Implications for European Sites.pdf:14: River Tees and is regulated by an existing discharge consent REP2-080.
EN010082-000562-Report on the Implications for European Sites.pdf:14: this regard and no potential for LSE on the River Tees. The Applicant
EN010082-000562-Report on the Implications for European Sites.pdf:25: paragraphs 3.0.8 and 3.0.9 of this RIES, the River Tees is hydrologically
EN010082-000373-6.2.5 - Tees CCPP - ES Chapter 5 - Project Description - clean Rev 2 with figures.pdf:21: both the north and south of the river Tees which would enable CO 2 from Tees
EN010082-000206-EN010082-6.3.16-ES Annex I1-Transport Assessment-Final-November 2017.pdf:176: the River Tees finished material product to the
EN010082-000206-EN010082-6.3.16-ES Annex I1-Transport Assessment-Final-November 2017.pdf:177: - S36 of River Tees applying for offshore wind farm
EN010082-000536-8.46 - Tees CCPP - Applicant's Response to ExA's Second WQs - Deadline 5 - FINAL - 07.08.18.pdf:11: mitigation. The Applicant has confirmed that the River Tees is
EN010082-000213-EN010082-5.7-Combined Heat and Power Assessment-Final-November 2017.pdf:4: at the Wilton Site on the south side of the river Tees. The proposed plant would operate on natural
EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf:21: and flows in a northerly direction towards the River Tees. There are also
EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf:66: including in Middlesbrough itself and to the north, beyond the River Tees.
EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf:84: participating in water course clean up initiatives, including the River Tees
EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf:96: River Tees Estuary is the only water body in hydrological connectivity
EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf:96: located in and around the River Tees Estuary [Figure H2.1 of the NSER,
EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf:96: the River Tees and is regulated through an existing discharge consent
EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf:109: and 3.0.9 of the RIES PD-015, the River Tees is hydrologically
EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf:109: into the River Tees and is regulated by an existing discharge consent
EN010082-000186-EN010082-6.2.15-ES Chapter 15-Major Accidents-Final-November 2017.pdf:20: a Tunnel under the River Tees.
EN010082-000350-Placeholder for ExA's Written Questions.pdf:9: Wilton Site Drainage System, and ultimately into the River Tees estuary’. Can the Applicant confirm
EN010082-000218-EN010082-5.3-Gas Connection Statement-Final-November 2017.pdf:3: initially heading further east, then passing under the river Tees, on to SembCorp’s Wilton International
EN010082-000477-Applicant’s Comments on the Environment Agency’s Responses to the Examiner’s Written Questions D3.pdf:15: whether the proposed development will support the delivery of measures the site and ultimately discharges to the River Tees estuary via the Dabholm Gut. This
EN010082-000180-EN010082-6.2.9-ES Chapter 9-Ecology and Nature Conservation-Final-November 2017.pdf:10: to the SPA are available on the Natural England website at the following link: practice the width of the River Tees from North Tees
EN010082-000180-EN010082-6.2.9-ES Chapter 9-Ecology and Nature Conservation-Final-November 2017.pdf:21: (in practice the width of the River Tees from North
EN010082-000170-EN010082-6.1-ES Non Technical Summary-Final-November 2017.pdf:12: northerly direction towards the River Tees. There are also four other small
EN010082-000170-EN010082-6.1-ES Non Technical Summary-Final-November 2017.pdf:13: the River Tees, approximately 4.3 km to the west.
EN010082-000170-EN010082-6.1-ES Non Technical Summary-Final-November 2017.pdf:18: commenced around the River Tees during the Industrial Revolution and
EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:30: into the River Tees as per the Wilton Site Environmental Permit.
EN010082-000526-redcar and cleveland.pdf:2:itself and views north beyond the river Tees.
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:6: east, in the direction of the River Tees. In the wider area (i.e. further than 2 km),
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:8:Kinkerdale Beck then flows in a north-easterly direction, towards the River Tees.
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:29:direction of the River Tees. In the wider area (i.e. further than 2 km), land declines to the
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:34: Kinkerdale Beck then flows in a north-easterly direction, towards the River Tees.
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:47:and the direction of the River Tees. The groundwater in the north-west of site is shown to
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:64: Kinkerdale Beck then flows in a north-easterly direction, towards the River Tees.
EN010082-000203-EN010082-6.3.13-ES Annex G2-Ecological Appraisal_Final.pdf:8:Otter has been recorded on Dabholme Gut and along most of the River Tees and at Coatham Marsh.
EN010082-000182-EN010082-6.2.11-ES_Chapter 11-Land and Visual Amenity-Final-November 2017.pdf:18: Tees dominated by the meandering lower reaches of the River Tees and its
EN010082-000290-EN010082-6.2.11-ES_Chapter 11-Land and Visual Amenity-Rev 2 -January 2018.pdf:18: Tees dominated by the meandering lower reaches of the River Tees and its
EN010082-000314-TEES - Regulation 24 Transboundary Screening (2).pdf:2: proximity to the application site. The River Tees/Tees Estuary is
EN010082-000314-TEES - Regulation 24 Transboundary Screening (2).pdf:5: channel of the River Tees (thereby closer to the application site) and further into the
EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:52: which is abstracted from the River Tees and within the Wilton site.
EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:53: the River Tees / Tees Estuary approximately 3.5 km northwest of the
EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:72: mud along the north bank of the River Tees, approximately 4.3 km to the west.
EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:147: River Tees
EN010082-000381-6.2.11 - Tees CCPP - ES Chapter 11 LVIA - tracked Rev 3 with figures.pdf:17: Tees dominated by the meandering lower reaches of the River Tees and its
EN010082-000549-Natural England Response to D5.pdf:3: mitigation. The Applicant has confirmed that the River Tees is unsure whether certain matters are avoidance or reduction
EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:29: into the River Tees as per the Wilton Site Environmental Permit.
EN010082-000375-6.2.11 - Tees CCPP - ES Chapter 11 - LVIA - clean Rev 3 with figures.pdf:17: Tees dominated by the meandering lower reaches of the River Tees and its
EN010082-000192-EN010082-6.3.2-ES Annex B-Scoping Opinion-Final-November 2017.pdf:30: water supply which is abstracted from the River Tees, and that any
EN010082-000192-EN010082-6.3.2-ES Annex B-Scoping Opinion-Final-November 2017.pdf:69:abstracted from and returned to the river Tees (as opposed to utilising the
EN010082-000183-EN010082-6.2.12-ES Chapter 12-Cultural Heritage-Final-November 2017.pdf:3: 15 ha. The complex is situated between the River Tees (to the north) and the
EN010082-000183-EN010082-6.2.12-ES Chapter 12-Cultural Heritage-Final-November 2017.pdf:4: located at the southern extent of the River Tees alluvial plain.
EN010082-000183-EN010082-6.2.12-ES Chapter 12-Cultural Heritage-Final-November 2017.pdf:20: fields towards the River Tees to the northwest. Lackenby, Lazenby and
EN010082-000183-EN010082-6.2.12-ES Chapter 12-Cultural Heritage-Final-November 2017.pdf:30: River Tees. Today the ridge of ground on which Eston Nab is located looks
EN010082-000183-EN010082-6.2.12-ES Chapter 12-Cultural Heritage-Final-November 2017.pdf:32: station. Industrial development commenced around the River Tees during
EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:29: into the River Tees as per the Wilton Site Environmental Permit.
EN010082-000175-EN010082-6.2.4-ES Chapter 4-Overview of Environmental and Socio-economic Baseline-Final-November.pdf:7: to the north and northeast, towards the River Tees. In the wider area
EN010082-000175-EN010082-6.2.4-ES Chapter 4-Overview of Environmental and Socio-economic Baseline-Final-November.pdf:9: the River Tees, approximately 4.3 km to the west.
EN010082-000408-8.13 - Tees CCPP - Figure C3.1.pdf:2: RIVER TEES
EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf:21: and flows in a northerly direction towards the River Tees. There are also
EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf:66: including in Middlesbrough itself and to the north, beyond the River Tees.
EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf:84: participating in water course clean up initiatives, including the River Tees
EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf:96: River Tees Estuary is the only water body in hydrological connectivity
EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf:96: located in and around the River Tees Estuary [Figure H2.1 of the NSER,
EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf:96: the River Tees and is regulated through an existing discharge consent
EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf:109: and 3.0.9 of the RIES PD-015, the River Tees is hydrologically
EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf:109: into the River Tees and is regulated by an existing discharge consent
EN010082-000019-Scoping Report.pdf:50: which is abstracted from the River Tees and within the Wilton site.
EN010082-000019-Scoping Report.pdf:51: the River Tees / Tees Estuary approximately 3.5 km northwest of the
EN010082-000019-Scoping Report.pdf:70: mud along the north bank of the River Tees, approximately 4.3 km to the west.
EN010082-000019-Scoping Report.pdf:145: River Tees
EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf:21: and flows in a northerly direction towards the River Tees. There are also
EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf:66: including in Middlesbrough itself and to the north, beyond the River Tees.
EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf:84: participating in water course clean up initiatives, including the River Tees
EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf:96: River Tees Estuary is the only water body in hydrological connectivity
EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf:96: located in and around the River Tees Estuary [Figure H2.1 of the NSER,
EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf:96: the River Tees and is regulated through an existing discharge consent
EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf:109: and 3.0.9 of the RIES PD-015, the River Tees is hydrologically
EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf:109: into the River Tees and is regulated by an existing discharge consent
EN010082-000176-EN010082-6.2.5-ES Chapter 5 -Project Description-Final-November 2017.pdf:21: both the north and south of the river Tees which would enable CO2 from Tees
EN010082-000314-TEES - Regulation 24 Transboundary Screening.pdf:2: proximity to the application site. The River Tees/Tees Estuary is
EN010082-000314-TEES - Regulation 24 Transboundary Screening.pdf:5: channel of the River Tees (thereby closer to the application site) and further into the
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:28: which could impact surface waters such as the River Tees,
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:77: Receiving Water: Land (River Tees)
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:79: Receiving Water: The River Tees
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:79: Receiving Water: The River Tees
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:87: Water Course RIVER TEES
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:87: Water Course RIVER TEES
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:206: Receiving Water: River Tees
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:206: Receiving Water: River Tees
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:207: Receiving Water: River Tees
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:207: Location: River Tees Estuary - Tidal
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:207: Location: River Tees Estuary - Tidal
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:208: Location: River Tees Estuary - Tidal
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:208: Location: River Tees Estuary
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:209: Water Course RIVER TEES
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:34: is the navigable channel of the River Tees, with the eastern side comprising a lagoon. The
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:34: • Monitoring of water levels within the River Tees navigable channel and the
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:36: pressure transducer was also installed within the navigable channel of the River Tees the
TR030002-000346-York Potash Ltd.pdf:1:• The construction and operation of quay structure on the River Tees at Bran Sands
TR030002-000346-York Potash Ltd.pdf:2:• The construction and operation of quay structure on the River Tees at Bran Sands to facilitate the
TR030002-000346-York Potash Ltd.pdf:3: • The construction and operation of quay structure on the RIver Tees at Bran Sands muffs age 9/12 months with small wheels folds flat 260081? size 5 £6 0191 3770336
TR030002-000346-York Potash Ltd.pdf:4: • The construction and operation of quay structure on the River Tees at Bran Sands
TR030002-000499-Section 17 App 17.1 Flood Risk Assessment.pdf:15:3.2.11 The River Tees CFMP sets out various strategies for the management of the River Tees Catchment for
TR030002-000499-Section 17 App 17.1 Flood Risk Assessment.pdf:15: and port-related development along the River Tees.
TR030002-000499-Section 17 App 17.1 Flood Risk Assessment.pdf:19: River Tees and the Bran Sand Lagoon lie within Flood Zones 2 and 3; the rest of the site is in Flood
TR030002-000499-Section 17 App 17.1 Flood Risk Assessment.pdf:24:6.1.3 There is a concern that the Dabholm Gut and River Tees could become tidally locked in periods of high
TR030002-000499-Section 17 App 17.1 Flood Risk Assessment.pdf:26: The River Tees and Dabholm Gut should provide more than sufficient capacity for discharge
TR030002-000499-Section 17 App 17.1 Flood Risk Assessment.pdf:27: Environment Agency (2009a) River Tees Catchment Flood Management Plan.
TR030002-000481-Section 12 App 12.2 Transport Assessment_1 of 2.pdf:17: Cleveland, and other smaller settlements near the River Tees.
TR030002-000481-Section 12 App 12.2 Transport Assessment_1 of 2.pdf:81: River Tees
TR030002-000481-Section 12 App 12.2 Transport Assessment_1 of 2.pdf:88: River Tees
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:32: Tees Port Authority” means PD Teesport in its role as harbour authority for the River Tees;
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:55: south side of the River Tees; or
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:55: south side of the River Tees; and
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:116: “the river” means the River Tees; and
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:126:other development to be situated on the River Tees.
TR030002-000748-Document 8.3 Appendix 5 - Shipping Notes Part 2.pdf:2: the River Tees.
TR030002-000748-Document 8.3 Appendix 5 - Shipping Notes Part 2.pdf:5:Contractors compound on the River Tees. As required by the construction sequence a group of the piles
TR030002-000748-Document 8.3 Appendix 5 - Shipping Notes Part 2.pdf:6:at the Contractors compound on the River Tees. As required by the construction sequence a number of
TR030002-000748-Document 8.3 Appendix 5 - Shipping Notes Part 2.pdf:36: numerous potential sites on the River Tees.
TR030002-000748-Document 8.3 Appendix 5 - Shipping Notes Part 2.pdf:37: provide the foundation for the quay Human failure Dropped objects (on land, in water) at the Contractors compound on the River Tees. As required by the
TR030002-000748-Document 8.3 Appendix 5 - Shipping Notes Part 2.pdf:37: floating crane. Insitu concrete pours open form will generate the greater the River Tees. As required by the construction sequence a number of
TR030002-000740-Huntsman response to first written questions.pdf:1: Number 2 Tunnel The tunnel under the River Tees adjacent to and to the west of the
TR030002-000740-Huntsman response to first written questions.pdf:2: on navigation in the River Tees.
TR030002-000833-Document 3.15 - YPL Pipeline Corridor Plan Key Plan - Rev v4.pdf:1: River Tees Oil Terminal
TR030002-000833-Document 3.15 - YPL Pipeline Corridor Plan Key Plan - Rev v4.pdf:1: River Tees
TR030002-000759-Document 8.3 Applicants Response to Written Representations.pdf:4:Subacoustech during busy periods on the River Tees and the modelling indicates that the noise levels from backhoe dredging falls below
TR030002-000737-ICI Chemicals and Polymers Limited.pdf:2: frontage to the River Tees. It is believed that this is the last available river frontage,
TR030002-000583-Doc 3.3H - Conveyor Route Plans Northern Route - Key Plan.pdf:1: River Tees
TR030002-000502-Section 20 App 20.2 Landscape assessment.pdf:5: LCA returning inland along the River Tees. being perceptible and minor.
TR030002-000502-Section 20 App 20.2 Landscape assessment.pdf:5: across the River Tees (see view 1).
TR030002-000502-Section 20 App 20.2 Landscape assessment.pdf:6:Sands) of the River Tees from parts of the LCA but would be in scale
TR030002-000502-Section 20 App 20.2 Landscape assessment.pdf:6: of the River Tees from parts of the LCA but would be in scale
TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf:112:the river Tees. The report, and the data within it, belong to York Potash Ltd and are
TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf:113:port related sites south of the River Tees (see Figure 1). INCA previously carried out for York
TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf:143: River Tees, Road
TR030002-000423-Doc 5.2 Funding Statement.pdf:6: 2.2.1 The construction and operation of a quay structure on the River Tees
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:9: “the Tees Port Authority” means PD Teesport in its role as harbour authority for the River Tees;
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:29: side of the River Tees; or
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:29: side of the River Tees; and
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:79: (a) the tunnel under the River Tees which carries pipelines known as Tunnel 2; and
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:79: (b) the apparatus includingunder the River Tees known as the Breagh Pipeline;
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:97: “the river” means the River Tees; and
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:108:other development to be situated on the River Tees.
TR030002-000800-Document 4.2B - Explanatory Memorandum (Clean).pdf:4: the River Tees. Approximately 13mtpa will ultimately be produced.
TR030002-000800-Document 4.2B - Explanatory Memorandum (Clean).pdf:6: i. the construction and operation of a quay structure on the River Tees at
TR030002-000053-141105_TR030002_Comments_s51_Advice.pdf:17: bed of the River Tees, foreshore and part of jetty Refers to APFP Regulation 5(2)(i) and 5(2)(n)
TR030002-000053-141105_TR030002_Comments_s51_Advice.pdf:17: bed of the River Tees, foreshore and pipelines
TR030002-000053-141105_TR030002_Comments_s51_Advice.pdf:17: of the River Tees and pipe tunnel on foreshore plot 14, but this is not clearly marked. (See also Plot 14)
TR030002-000053-141105_TR030002_Comments_s51_Advice.pdf:17: bed of the River Tees, foreshore and pipelines
TR030002-000053-141105_TR030002_Comments_s51_Advice.pdf:18: of the River Tees, and foreshore situated at Seal
TR030002-000053-141105_TR030002_Comments_s51_Advice.pdf:18: situated in the River Tees
TR030002-000053-141105_TR030002_Comments_s51_Advice.pdf:18: of the river Tees, mudflats, part of beach known turning south west to meet its boundaries with plots 11
TR030002-000053-141105_TR030002_Comments_s51_Advice.pdf:18: the River Tees) part of jetty, part of pipelines,
TR030002-000053-141105_TR030002_Comments_s51_Advice.pdf:18: the east of the River Tees
TR030002-000053-141105_TR030002_Comments_s51_Advice.pdf:18: Dobholm Gut (forming part of the River Tees)
TR030002-000053-141105_TR030002_Comments_s51_Advice.pdf:18: the River Tees), part of jetty, private road,
TR030002-000053-141105_TR030002_Comments_s51_Advice.pdf:18: to the east of the River Tees
TR030002-000053-141105_TR030002_Comments_s51_Advice.pdf:19: pipelines situated to the east of the River Tees
TR030002-000053-141105_TR030002_Comments_s51_Advice.pdf:19: the River Tees) and pipelines situated to the ,Inset Plan)
TR030002-000053-141105_TR030002_Comments_s51_Advice.pdf:19: the River Tees), private road, public footpath, 25,26,27,28,29 and 30 (See also Sheet 2 ,Inset Plan)
TR030002-000053-141105_TR030002_Comments_s51_Advice.pdf:19: the River Tees
TR030002-000053-141105_TR030002_Comments_s51_Advice.pdf:19: as Dobholm Gut (forming part of the River Tees),
TR030002-000053-141105_TR030002_Comments_s51_Advice.pdf:19: the north of the River Tees
TR030002-000053-141105_TR030002_Comments_s51_Advice.pdf:19: River Tees
TR030002-000053-141105_TR030002_Comments_s51_Advice.pdf:19: works and to the north of the River Tees
TR030002-001866-The York Potash Harbour Facilities Order Amendment Application Statement.pdf:9: International complex north-westward to Bran Sands on the south bank of the River Tees. The
TR030002-001866-The York Potash Harbour Facilities Order Amendment Application Statement.pdf:16: nationally significant Infrastructure project (i.e. the quay on the River Tees, along with quayside
TR030002-001866-The York Potash Harbour Facilities Order Amendment Application Statement.pdf:42: view that it is not necessary to consult those with interests in the River Tees
TR030002-000734-York Potash Limited (SoCG & Appendices 1-8).pdf:31: particularly along the River Tees and the estuary and encourage integrated
TR030002-000734-York Potash Limited (SoCG & Appendices 1-8).pdf:31: r) Enhance the environmental quality of the River Tees and coastline;
TR030002-000734-York Potash Limited (SoCG & Appendices 1-8).pdf:36: c) Along the River Tees for port related development and where it is required for
TR030002-000734-York Potash Limited (SoCG & Appendices 1-8).pdf:36:4.8 The River Tees and its estuary contain a wildlife site of European
TR030002-000734-York Potash Limited (SoCG & Appendices 1-8).pdf:57: also at least 28 wharf and port facilities on the River Tees and at Hartlepool
TR030002-000503-Section 20 App 20.3 Visual assessment.pdf:6: the River Tees into the heart of the port/ structures would be in scale and context elements and the scale of existing approximately 17 months. Low adverse
TR030002-000503-Section 20 App 20.3 Visual assessment.pdf:7:Visitors to Saltholme Nature Reserve 1.6km north Distant views south along the River Tees Construction activity would be difficult to Visible quay structures would be in keeping Phase 1 construction stage effects are Construction phase:
TR030002-000503-Section 20 App 20.3 Visual assessment.pdf:7:Nature Reserve (North Gare Sands) west of quay across the River Tees to the proposed operational structures (shiploader and with existing industrial Infrastructure within expected to last approximately 17 months. Low adverse
TR030002-000503-Section 20 App 20.3 Visual assessment.pdf:7: River Tees and docking on the south bank. The northern and southern conveyor routes
TR030002-000503-Section 20 App 20.3 Visual assessment.pdf:7:Users of marina at Paddy’s Hole, 1.9km north Distant views south along the River Tees Construction stage activity would be Visible quay structures would be in keeping Phase 1 construction stage effects are Construction phase:
TR030002-000503-Section 20 App 20.3 Visual assessment.pdf:8:Sands west of quay across the River Tees to the proposed operational structures (shiploader and with existing industrial Infrastructure within expected to last approximately 17 months. Low adverse
TR030002-000503-Section 20 App 20.3 Visual assessment.pdf:8: River Tees and docking on the south bank. The northern and southern conveyors
TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf:218:Redcar (1) 2 Supportive In favour No concerns I welcome the project and am pleased that use is to be made of the River Tees
TR030002-000696-PD Teesport Limited 1.pdf:5: “the river” means the River Tees; and
TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf:3: River Tees
TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf:4: River Tees,
TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf:5:© Cotswold Archaeology York Potash Harbour Facility, River Tees, Geoarchaeological Stage 1 Vibrocore and Borehole Assessment
TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf:6:© Cotswold Archaeology York Potash Harbour Facility, River Tees, Geoarchaeological Stage 1 Vibrocore and Borehole Assessment
TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf:7:© Cotswold Archaeology York Potash Harbour Facility, River Tees, Geoarchaeological Stage 1 Vibrocore and Borehole Assessment
TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf:7:Location: River Tees, Middlesbrough
TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf:8:© Cotswold Archaeology York Potash Harbour Facility, River Tees, Geoarchaeological Stage 1 Vibrocore and Borehole Assessment
TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf:9:© Cotswold Archaeology York Potash Harbour Facility, River Tees, Geoarchaeological Stage 1 Vibrocore and Borehole Assessment
TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf:10:© Cotswold Archaeology York Potash Harbour Facility, River Tees, Geoarchaeological Stage 1 Vibrocore and Borehole Assessment
TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf:10: mudflats and sandbanks had been reclaimed. At the same time the River Tees
TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf:11:© Cotswold Archaeology York Potash Harbour Facility, River Tees, Geoarchaeological Stage 1 Vibrocore and Borehole Assessment
TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf:12:© Cotswold Archaeology York Potash Harbour Facility, River Tees, Geoarchaeological Stage 1 Vibrocore and Borehole Assessment
TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf:13:© Cotswold Archaeology York Potash Harbour Facility, River Tees, Geoarchaeological Stage 1 Vibrocore and Borehole Assessment
TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf:14:© Cotswold Archaeology York Potash Harbour Facility, River Tees, Geoarchaeological Stage 1 Vibrocore and Borehole Assessment
TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf:15:© Cotswold Archaeology York Potash Harbour Facility, River Tees, Geoarchaeological Stage 1 Vibrocore and Borehole Assessment
TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf:16:© Cotswold Archaeology York Potash Harbour Facility, River Tees, Geoarchaeological Stage 1 Vibrocore and Borehole Assessment
TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf:16:5.9 The BGS borehole logs viewed online, from within the River Tees and its banks,
TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf:17:© Cotswold Archaeology York Potash Harbour Facility, River Tees, Geoarchaeological Stage 1 Vibrocore and Borehole Assessment
TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf:18:© Cotswold Archaeology York Potash Harbour Facility, River Tees, Geoarchaeological Stage 1 Vibrocore and Borehole Assessment
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:13: forms part of the River Tees, and is within the Northumbria River
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:61:the proposed York Potash Harbour Facilities, River Tees, Middlesborough
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:71:and the adjacent River Tees.
TR030002-000566-Doc 7.1 Planning Statement.pdf:5: south bank of the River Tees.
TR030002-000566-Doc 7.1 Planning Statement.pdf:5: the River Tees that will be subject to dredging activities. A narrow flat
TR030002-000566-Doc 7.1 Planning Statement.pdf:5:• Works No. 1 – dredging within the River Tees, the creation of a
TR030002-000566-Doc 7.1 Planning Statement.pdf:5: behind it on the south side of the River Tees) or (b) of open
TR030002-000566-Doc 7.1 Planning Statement.pdf:8: upon the existing operators along the River Tees, with prevailing
TR030002-000566-Doc 7.1 Planning Statement.pdf:12: harbour capacity on the strategically important River Tees. Government
TR030002-000566-Doc 7.1 Planning Statement.pdf:16: section (where dredging of the River Tees is proposed) extends into the
TR030002-000566-Doc 7.1 Planning Statement.pdf:31: proposed in the River Tees).
TR030002-000566-Doc 7.1 Planning Statement.pdf:31: fronts onto the River Tees. The estuarine Tees lies between the towns
TR030002-000566-Doc 7.1 Planning Statement.pdf:32: south bank of the River Tees.
TR030002-000566-Doc 7.1 Planning Statement.pdf:32:4.10 The boundary for the site includes an area of the River Tees that will be
TR030002-000566-Doc 7.1 Planning Statement.pdf:32: portion of the site fronting on to the River Tees.
TR030002-000566-Doc 7.1 Planning Statement.pdf:35: 1. The construction and operation of a quay structure on the River Tees
TR030002-000566-Doc 7.1 Planning Statement.pdf:36: • Works No. 1 – dredging within the River Tees, the creation of a
TR030002-000566-Doc 7.1 Planning Statement.pdf:36: behind it on the south side of the River Tees) or (b) of open
TR030002-000566-Doc 7.1 Planning Statement.pdf:38: which capital dredging of parts of the River Tees will be required to
TR030002-000566-Doc 7.1 Planning Statement.pdf:60:7.17 In contrast, the River Tees and the South Tees area more generally
TR030002-000566-Doc 7.1 Planning Statement.pdf:60: Hull. The River Tees and Teesport are firmly established as key assets
TR030002-000566-Doc 7.1 Planning Statement.pdf:60: the southern bank of the River Tees is in the early phases of
TR030002-000566-Doc 7.1 Planning Statement.pdf:63: existing conditions of commercial navigation along the River Tees
TR030002-000566-Doc 7.1 Planning Statement.pdf:63: riverside industrial plants along the 17km stretch of the River Tees.
TR030002-000566-Doc 7.1 Planning Statement.pdf:64: on the existing and future commercial navigation of the River Tees, no
TR030002-000566-Doc 7.1 Planning Statement.pdf:66: existing operators along the River Tees, with prevailing navigation
TR030002-000566-Doc 7.1 Planning Statement.pdf:68: Facilities provides an opportunity to create a direct link to the River Tees
TR030002-000566-Doc 7.1 Planning Statement.pdf:69: River Tees, linked via an overhead conveyor to the MHF at Wilton).
TR030002-000566-Doc 7.1 Planning Statement.pdf:72: option would allow the River Tees to flow more freely between the quay
TR030002-000566-Doc 7.1 Planning Statement.pdf:72: dredging of the River Tees and provide increased stability to the
TR030002-000566-Doc 7.1 Planning Statement.pdf:77: 2. Close to the River Tees, some evidence remains of a more natural
TR030002-000566-Doc 7.1 Planning Statement.pdf:80: with arisings from dredging of the River Tees and to seek to reuse
TR030002-000566-Doc 7.1 Planning Statement.pdf:90: materially on the existing and ongoing operation of the River Tees as
TR030002-000566-Doc 7.1 Planning Statement.pdf:91: shipping transport. The assessment concludes that the River Tees
TR030002-000566-Doc 7.1 Planning Statement.pdf:95:7.152 The location of the site adjacent to the River Tees does lend it to the
TR030002-000566-Doc 7.1 Planning Statement.pdf:124:River Tees and promotes South Tees as an important employment area
TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:23: of raw sewage discharges and oxygenation issues within the River Tees have improved
TR030002-000253-Regulation 24 Transboundary Screening document (5).pdf:1:Address/Location: Bran Sands, Teesside, on the south bank of the River Tees
TR030002-000750-Document 4.1A Draft DCO (Tracked).pdf:9: “the Tees Port Authority” means PD Teesport in its role as harbour authority for the River Tees;
TR030002-000750-Document 4.1A Draft DCO (Tracked).pdf:29: side of the River Tees; or
TR030002-000750-Document 4.1A Draft DCO (Tracked).pdf:29: side of the River Tees; and
TR030002-000750-Document 4.1A Draft DCO (Tracked).pdf:82: “the river” means the River Tees; and
TR030002-000750-Document 4.1A Draft DCO (Tracked).pdf:93:other development to be situated on the River Tees.
TR030002-000438-ES Section 3 Project description_2 of 2.pdf:5: River Tees
TR030002-000438-ES Section 3 Project description_2 of 2.pdf:12: River Tees
TR030002-000438-ES Section 3 Project description_2 of 2.pdf:25: Dabholm Gut River Tees Teesport Bran Sands Lagoon
TR030002-000790-150821 TR030002 CATS Parties Protective Provisions.pdf:5: (a) the tunnel under the River Tees which carries pipes known as Tunnel 2; and
TR030002-000790-150821 TR030002 CATS Parties Protective Provisions.pdf:5: (b) the apparatus under the River Tees known as the Breagh Pipeline
TR030002-000757-Document 8.3 Appendix 4 - No 2 Tunnel Note.pdf:1:River Tees beneath the river bed.
TR030002-000757-Document 8.3 Appendix 4 - No 2 Tunnel Note.pdf:1:level of -16mCD and dredging in the existing River Tees navigation channel to -14.1mCD
TR030002-000757-Document 8.3 Appendix 4 - No 2 Tunnel Note.pdf:1:the sub River Tees pipelines / tunnels. However the dredging arrangement has since been
TR030002-000757-Document 8.3 Appendix 4 - No 2 Tunnel Note.pdf:1:works on the sub River Tees pipelines / tunnels in light of the revised dredging arrangement.
TR030002-000757-Document 8.3 Appendix 4 - No 2 Tunnel Note.pdf:4:This technical note discusses the possible effects on the sub River Tees pipelines which might
TR030002-000757-Document 8.3 Appendix 4 - No 2 Tunnel Note.pdf:4: of the sub-River Tees pipelines.
TR030002-000757-Document 8.3 Appendix 4 - No 2 Tunnel Note.pdf:5: the sub River Tees pipelines / tunnels Rev. 4. December 2014.
TR030002-000757-Document 8.3 Appendix 4 - No 2 Tunnel Note.pdf:6: RIVER TEES PIPELINES
TR030002-000791-Document 2.1 - YPL Land Plan Key Plan - Rev v4.pdf:1: River Tees Oil Terminal
TR030002-000791-Document 2.1 - YPL Land Plan Key Plan - Rev v4.pdf:1: River Tees
TR030002-000727-York Potash Limited (Document 3.5A).pdf:1: RIVER TEES
TR030002-000590-Doc 2.1 - YPL Land Plan Key Plan Rev v1.pdf:1: River Tees
TR030002-001854-Secretary of State’s Decision Letter and Statement of Reasons.pdf:1:the south bank of the River Tees to enable the mooring of vessels for the bulk shipping of
TR030002-000869-151216 TR030002 Tata Steel UK and Redcar Bulk Terminal - Comments on ExA_s dDCO.pdf:8:(a) the tunnel under the River Tees which carries pipelines known as Tunnel 2; and
TR030002-000869-151216 TR030002 Tata Steel UK and Redcar Bulk Terminal - Comments on ExA_s dDCO.pdf:8:(b) the apparatus under the River Tees known as the Breagh Pipeline;
TR030002-000861-SABIC UK Petrochemicals Limited.PDF:13:(a) the tunnel under the River Tees which carries pipelines known as Tunnel 2; and
TR030002-000861-SABIC UK Petrochemicals Limited.PDF:13:(b) the apparatus under the River Tees known as the Breagh Pipeline;
TR030002-000861-SABIC UK Petrochemicals Limited.PDF:27: Number 2 (and a further tunnel known as Tunnel Number 1) under the River Tees and
TR030002-000861-SABIC UK Petrochemicals Limited.PDF:29: side of the River Tees through Tunnel Number 2 and pass down the pipeline
TR030002-000861-SABIC UK Petrochemicals Limited.PDF:46:(a) the tunnel under the River Tees which carries pipelines known as Tunnel 2; and
TR030002-000861-SABIC UK Petrochemicals Limited.PDF:46:(b) the apparatus under the River Tees known as the Breagh Pipeline;
TR030002-000769-York Potash Ltd (2).pdf:9: “the Tees Port Authority” means PD Teesport in its role as harbour authority for the River Tees;
TR030002-000769-York Potash Ltd (2).pdf:29: side of the River Tees; or
TR030002-000769-York Potash Ltd (2).pdf:29: side of the River Tees; and
TR030002-000769-York Potash Ltd (2).pdf:79: “the river” means the River Tees; and
TR030002-000769-York Potash Ltd (2).pdf:89:other development to be situated on the River Tees.
TR030002-000858-Huntsman Polyurethanes (UK) Limited.PDF:13:(a) the tunnel under the River Tees which carries pipelines known as Tunnel 2; and
TR030002-000858-Huntsman Polyurethanes (UK) Limited.PDF:13:(b) the apparatus under the River Tees known as the Breagh Pipeline;
TR030002-000858-Huntsman Polyurethanes (UK) Limited.PDF:27: Number 2 (and a further tunnel known as Tunnel Number 1) under the River Tees and
TR030002-000858-Huntsman Polyurethanes (UK) Limited.PDF:29: side of the River Tees through Tunnel Number 2 and pass down the pipeline
TR030002-000858-Huntsman Polyurethanes (UK) Limited.PDF:46:(a) the tunnel under the River Tees which carries pipelines known as Tunnel 2; and
TR030002-000858-Huntsman Polyurethanes (UK) Limited.PDF:46:(b) the apparatus under the River Tees known as the Breagh Pipeline;
TR030002-000689-York Potash Ltd (4).pdf:8: close the northern access road into the site (from the A1085) and the tunnels under the River Tees, not, as the Objectors
TR030002-000689-York Potash Ltd (4).pdf:18: (a) the tunnel under the River Tees which carries pipespipelines known as Tunnel 2; and
TR030002-000689-York Potash Ltd (4).pdf:18: (b) the apparatus under the River Tees known as the Breagh Pipeline;
TR030002-000689-York Potash Ltd (4).pdf:31: (a) the tunnel under the River Tees which carries pipelines known as Tunnel 2; and
TR030002-000689-York Potash Ltd (4).pdf:31: (b) the apparatus under the River Tees known as the Breagh Pipeline;
TR030002-000736-Redcar and Cleveland Borough Council (Local Impact Report).pdf:4: Dredging within the River Tees, the creation of a
TR030002-000736-Redcar and Cleveland Borough Council (Local Impact Report).pdf:4: of the River Tees or (b) of open construction comprising a suspended
TR030002-000736-Redcar and Cleveland Borough Council (Local Impact Report).pdf:4: south side of the River Tees along with the erection of three bridge
TR030002-000736-Redcar and Cleveland Borough Council (Local Impact Report).pdf:5:capital dredging of parts of the River Tees will be required to create both the
TR030002-000736-Redcar and Cleveland Borough Council (Local Impact Report).pdf:6:Bran Sands on the south bank of the River Tees, an area of approximately
TR030002-000736-Redcar and Cleveland Borough Council (Local Impact Report).pdf:6:Facility and fronts the River Tees. The site incorporates an area of the River
TR030002-000736-Redcar and Cleveland Borough Council (Local Impact Report).pdf:9: fringing the tidal reaches of the River Tees contrasts with the
TR030002-000461-Section 3 App 3.2 Option study report.pdf:42:design would also need to consider flood risk due to the proximity of the River Tees.
TR030002-000422-Doc 5.1 Statement of Reasons.pdf:7: facilities on the River Tees) linked to the materials
TR030002-000422-Doc 5.1 Statement of Reasons.pdf:7: A quay structure on the River Tees at Bran Sands to facilitate
TR030002-000422-Doc 5.1 Statement of Reasons.pdf:9: complex to the River Tees. As mentioned above, the Applicant is
TR030002-000456-ES Section 21 Recreation and access.pdf:7: the banks of the River Tees as it passes from the moorlands of Cumbria and Durham to the industrial
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:17: Figure 11-4 Frequency spectra of background noise in the main channel of the River Tees and the Seaton
TR030002-001867-220120 Reduced consultation letter Fiinal.pdf:2: view that it is not necessary to consult those with interests in the River Tees
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:28: south side of the River Tees; or
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:28: south side of the River Tees; and
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:67:(a) the tunnel under the River Tees which carries pipelines known as Tunnel 2; and
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:67:(b) the apparatus under the River Tees known as the Breagh Pipeline;
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:85: “the river” means the River Tees; and
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:95:other development to be situated on the River Tees.
TR030002-000253-Regulation 24 Transboundary Screening document.pdf:1:Address/Location: Bran Sands, Teesside, on the south bank of the River Tees
TR030002-001870-Net Zero Teesside Power Limited Representation York Potash Harbour DCO Change Application.pdf:1: 3) a CO2 gathering network proposed to run from Billingham, north of the River Tees, through
TR030002-001870-Net Zero Teesside Power Limited Representation York Potash Harbour DCO Change Application.pdf:1: the Seal Sands industrial area, across the River Tees and up to the compression facility.
TR030002-001870-Net Zero Teesside Power Limited Representation York Potash Harbour DCO Change Application.pdf:1: on the south bank of the River Tees near Dabholm Gut;
TR030002-000722-York Potash Limited 4.pdf:18: review of the River Tees Catchment Flood Management Plan;
TR030002-000862-INEOS UK SNS Limited (INEOS) - formerly DEA UK SNS Limited (DEA).PDF:13:(a) the tunnel under the River Tees which carries pipelines known as Tunnel 2; and
TR030002-000862-INEOS UK SNS Limited (INEOS) - formerly DEA UK SNS Limited (DEA).PDF:13:(b) the apparatus under the River Tees known as the Breagh Pipeline;
TR030002-000862-INEOS UK SNS Limited (INEOS) - formerly DEA UK SNS Limited (DEA).PDF:27: Number 2 (and a further tunnel known as Tunnel Number 1) under the River Tees and
TR030002-000862-INEOS UK SNS Limited (INEOS) - formerly DEA UK SNS Limited (DEA).PDF:29: side of the River Tees through Tunnel Number 2 and pass down the pipeline
TR030002-000862-INEOS UK SNS Limited (INEOS) - formerly DEA UK SNS Limited (DEA).PDF:46:(a) the tunnel under the River Tees which carries pipelines known as Tunnel 2; and
TR030002-000862-INEOS UK SNS Limited (INEOS) - formerly DEA UK SNS Limited (DEA).PDF:46:(b) the apparatus under the River Tees known as the Breagh Pipeline;
TR030002-000452-ES Section 17 Coastal protection and flood defence.pdf:5: River Tees Catchment Flood Management Plan
TR030002-000452-ES Section 17 Coastal protection and flood defence.pdf:5:17.2.21 The River Tees CFMP sets out various strategies for the management of the River Tees catchment for
TR030002-000452-ES Section 17 Coastal protection and flood defence.pdf:11: Creek and at Hartlepool Power Station, along the Old River Tees around Teesside Park and the tidal
TR030002-000730-Applicant response to First Questions - Appendix 5.pdf:6:1.1.1 The proposed development of a new Harbour Facility on the River Tees at Bran Sands forms part of
TR030002-000730-Applicant response to First Questions - Appendix 5.pdf:36:4.10.25 Given the silt would be an excavation from the bed of the River Tees the conditions of LFT1 Section 4.1
TR030002-000673-Doc 6.1 Consultation Statement Appendices - 22 to 31.pdf:13: RIVER TEES
TR030002-000673-Doc 6.1 Consultation Statement Appendices - 22 to 31.pdf:13: RIVER TEES
TR030002-000673-Doc 6.1 Consultation Statement Appendices - 22 to 31.pdf:46: term (99 year) lease of the Bran Sands corridor (linking Wilton International with the River Tees). Since 2003, SembCorp
TR030002-000673-Doc 6.1 Consultation Statement Appendices - 22 to 31.pdf:46: SembCorp's (No 2) tunnel under the River Tees (which carries pipelines and other apparatus and forms part of the Wilton
TR030002-000673-Doc 6.1 Consultation Statement Appendices - 22 to 31.pdf:50: No2 under the River Tees and services to our jetty. Access for our jetty, jetty compound and pipelines will be required for
TR030002-000673-Doc 6.1 Consultation Statement Appendices - 22 to 31.pdf:50: Wilton Site drainage systems and the Number 2 River Tees Pipeline Tunnel. Impact on the safety or operation of the
TR030002-000673-Doc 6.1 Consultation Statement Appendices - 22 to 31.pdf:50: 1.11 In addition, the Order Land includes more than half the width of the River Tees, which is currently used by SABIC to
TR030002-000673-Doc 6.1 Consultation Statement Appendices - 22 to 31.pdf:51: 2.1 As a general point, SABIC's operates pipelines between its sites at Wilton International and the River Tees (and
TR030002-000673-Doc 6.1 Consultation Statement Appendices - 22 to 31.pdf:54: 1.9 The Order Land includes more than half the width of the River Tees. Huntsman is concerned about this in two respects:
TR030002-000673-Doc 6.1 Consultation Statement Appendices - 22 to 31.pdf:54: customer (for example the Number 2 River Tees Pipeline Tunnel). Impact on the safety and operation of the pipeline tunnel
TR030002-000673-Doc 6.1 Consultation Statement Appendices - 22 to 31.pdf:54: 2.1 As a general point, Huntsman operates pipelines between its sites at Wilton International and the River Tees (and
TR030002-000673-Doc 6.1 Consultation Statement Appendices - 22 to 31.pdf:56: materials handling facility, before crossing under the river Tees. Concerns in relation to the project would therefore include
TR030002-000450-ES Section 15 Archaeology and heritage.pdf:17:63 6057 Navigation The OS 1895 2 Edition shows a River Tees navigation light.
TR030002-000450-ES Section 15 Archaeology and heritage.pdf:17:n/a Shipwreck A wherry (vessel). Recorded as having sunk in the River Tees in the
TR030002-000450-ES Section 15 Archaeology and heritage.pdf:18:15.5.27 The recorded location of the Seventh Buoy Light (63), a River Tees navigation light, is shown as being
TR030002-000450-ES Section 15 Archaeology and heritage.pdf:19: carrying cargo or passengers within rivers or canals, that sank in River Tees in the fairway in the vicinity
TR030002-000450-ES Section 15 Archaeology and heritage.pdf:19: application boundary within the River Tees (Figure 15-1 and 15-2). A Named Location is an arbitrary
TR030002-000450-ES Section 15 Archaeology and heritage.pdf:19: wreck remains within the River Tees.
TR030002-000450-ES Section 15 Archaeology and heritage.pdf:20: use within the River Tees. It is also possible that these represent only a fraction of the numbers of
TR030002-000450-ES Section 15 Archaeology and heritage.pdf:30:as having sunk in the River Tees in the fairway in the vicinity of Moderate / Major
TR030002-000454-ES Section 19 Socioeconomics.pdf:15: Tees. High deprivation is concentrated where these districts meet along the River Tees and along the
TR030002-000410-ExA First Round Questions.pdf:18:responsibilities for the safety of shipping in the River Tees estuary, including
TR030002-000847-York Potash Ltd - Constructability Notes - BP CATS Pipeline Southern Route.pdf:2: There is also a CATS Tunnel for the River Tees crossing.
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:27: south side of the River Tees; or
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:27: south side of the River Tees; and
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:70:(a) the tunnel under the River Tees which carries pipelines known as Tunnel 2; and
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:70:(b) the apparatus under the River Tees known as the Breagh Pipeline;
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:88: “the river” means the River Tees; and
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:98:other development to be situated on the River Tees.
TR030002-000752-Document 8.3 Appendix 5 - Shipping Notes Part 1.pdf:6:The export of polyhalite from Bran Sands will increase the number of large vessels operating on the River Tees. These
TR030002-000752-Document 8.3 Appendix 5 - Shipping Notes Part 1.pdf:6:other known planned River Tees developments. The Assessment adopts the current dredge levels as these represent a
TR030002-000752-Document 8.3 Appendix 5 - Shipping Notes Part 1.pdf:8:will be processed in Teesside and exported through marine facilities on the River Tees at Bran Sands. A volume of
TR030002-000732-DEA UK SNS Limited (Written Representation).pdf:1: Number 2 Tunnel The tunnel under the River Tees adjacent to and to the west of the
TR030002-000732-DEA UK SNS Limited (Written Representation).pdf:2: on navigation in the River Tees.
TR030002-000732-DEA UK SNS Limited (Written Representation).pdf:5: Number 2 Tunnel The tunnel under the River Tees adjacent to and to the west of the
TR030002-000732-DEA UK SNS Limited (Written Representation).pdf:6: on navigation in the River Tees.
TR030002-000732-DEA UK SNS Limited (Written Representation).pdf:7: Tunnel Number 1) under the River Tees and beyond that to other facilities on the
TR030002-000732-DEA UK SNS Limited (Written Representation).pdf:17: 6.2.4 The Harbourmaster governs navigation on the River Tees and imposes restrictions on
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:8: “the Tees Port Authority” means PD Teesport in its role as harbour authority for the River Tees;
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:29: side of the River Tees; or
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:29: side of the River Tees; and
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:77: (a) the tunnel under the River Tees which carries pipelines known as Tunnel 2; and
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:77: (b) the apparatus under the River Tees known as the Breagh Pipeline;
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:94: “the river” means the River Tees; and
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:104:other development to be situated on the River Tees.
TR030002-001856-Examining Authority’s Recommendation Report.pdf:5:on the south bank of the River Tees for the bulk shipping of polyhalite. The
TR030002-001856-Examining Authority’s Recommendation Report.pdf:9: south bank of the River Tees for the bulk shipping of polyhalite. The
TR030002-001856-Examining Authority’s Recommendation Report.pdf:10: proposed dredging within the River Tees which is within the area of
TR030002-001856-Examining Authority’s Recommendation Report.pdf:12: River Tees during the habitat enhancement works in the Bran Sands
TR030002-001856-Examining Authority’s Recommendation Report.pdf:15: of polyhalite on the River Tees at Bran Sands to facilitate the mooring
TR030002-001856-Examining Authority’s Recommendation Report.pdf:16: Bran Sands on the south bank of the River Tees. The majority of the
TR030002-001856-Examining Authority’s Recommendation Report.pdf:16: adjoining the foreshore separates the River Tees from the Bran Sands
TR030002-001856-Examining Authority’s Recommendation Report.pdf:16: River Tees downstream of the site and has been used for coal and
TR030002-001856-Examining Authority’s Recommendation Report.pdf:16: within the River Tees including demolition of the existing NWL jetty.
TR030002-001856-Examining Authority’s Recommendation Report.pdf:17: modification of an existing pipe between the River Tees and Bran
TR030002-001856-Examining Authority’s Recommendation Report.pdf:17: bank of the River Tees. Work No 5 comprises various ancillary works
TR030002-001856-Examining Authority’s Recommendation Report.pdf:26: because it involves works within the tidal area of the River Tees and
TR030002-001856-Examining Authority’s Recommendation Report.pdf:53: Sands lagoon, in Dabholm Gut and in the River Tees frontage where
TR030002-001856-Examining Authority’s Recommendation Report.pdf:54: lost is of poor quality, as such habitat is scarce along the River Tees
TR030002-001856-Examining Authority’s Recommendation Report.pdf:71: pipelines beneath the River Tees, in case they might be affected by
TR030002-001856-Examining Authority’s Recommendation Report.pdf:71: concerning safe navigation within the River Tees which is also a matter
TR030002-001856-Examining Authority’s Recommendation Report.pdf:71: unless the activities actually affect the River Tees or any function of
TR030002-001856-Examining Authority’s Recommendation Report.pdf:72: River Tees and in relation works within the Bran Sands landfill site
TR030002-001856-Examining Authority’s Recommendation Report.pdf:105: Sands on the south bank of the River Tees. The majority of the area is
TR030002-001856-Examining Authority’s Recommendation Report.pdf:106: a quay structure on the River Tees at Bran Sands to facilitate the
TR030002-001856-Examining Authority’s Recommendation Report.pdf:244: south side of the River Tees; or
TR030002-001856-Examining Authority’s Recommendation Report.pdf:244: side of the River Tees; and
TR030002-001856-Examining Authority’s Recommendation Report.pdf:288:(a) the tunnel under the River Tees which carries pipelines known as Tunnel 2; and
TR030002-001856-Examining Authority’s Recommendation Report.pdf:288:(b) the apparatus under the River Tees known as the Breagh Pipeline;
TR030002-001856-Examining Authority’s Recommendation Report.pdf:306: “the river” means the River Tees; and
TR030002-001856-Examining Authority’s Recommendation Report.pdf:316:other development to be situated on the River Tees.
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:9: “the Tees Port Authority” means PD Teesport in its role as harbour authority for the River Tees;
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:30: side of the River Tees; or
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:30: side of the River Tees; and
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:78: (a) the tunnel under the River Tees which carries pipespipelines known as Tunnel 2; and
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:78: (b) the apparatus under the River Tees known as the Breagh Pipeline;
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:96: “the river” means the River Tees; and
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:106:other development to be situated on the River Tees.
TR030002-000693-151120 TR030002 Tata Steel - covering email.pdf:12: (a) the tunnel under the River Tees which carries pipespipelines known as T unnel 2; and narrowing the scope of protected assets. Either this
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:9: “the Tees Port Authority” means PD Teesport in its role as harbour authority for the River Tees;
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:30: side of the River Tees; or
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:30: side of the River Tees; and
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:77: (a) the tunnel under the River Tees which carries pipelines known as Tunnel 2; and
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:78: (b) the apparatus under the River Tees known as the Breagh Pipeline;
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:95: “the river” means the River Tees; and
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:105:other development to be situated on the River Tees.
TR030002-000455-ES Section 20 Landscape and visual environment.pdf:10:20.5.15 To the north and west of the River Tees the landscape is identified as the East Billingham to
TR030002-000455-ES Section 20 Landscape and visual environment.pdf:10: x industry dominates the area to the east along the River Tees; and,
TR030002-000455-ES Section 20 Landscape and visual environment.pdf:10:20.5.17 To the north of the River Tees and north of the Seaton on Tees Channel the landscape lies within the
TR030002-000455-ES Section 20 Landscape and visual environment.pdf:11: River Tees to the proposed quay site at Bran Sands (view 1).
TR030002-000455-ES Section 20 Landscape and visual environment.pdf:12:20.5.24 Distant views southwards to the proposed harbour facility site, inland along the River Tees and into the
TR030002-000455-ES Section 20 Landscape and visual environment.pdf:12:20.5.25 Similar distant views, south westwards, across the River Tees, to the proposed harbour facility frontage
TR030002-000455-ES Section 20 Landscape and visual environment.pdf:13: towards the proposed quay are possible across the River Tees and Saltholme Nature Reserve (views 2
TR030002-000455-ES Section 20 Landscape and visual environment.pdf:14:20.5.39 Open views southwards, inland along the River Tees are possible from the foreshore and sand dunes
TR030002-000455-ES Section 20 Landscape and visual environment.pdf:14: open views are possible to the south east across the River Tees to the SSI Steel Works and the
TR030002-000455-ES Section 20 Landscape and visual environment.pdf:14:20.5.44 Distant views south to the proposed quay, across the River Tees, are possible from beaches and dunes
TR030002-000455-ES Section 20 Landscape and visual environment.pdf:24:20.11.2 Reminders of the earlier estuarine landscape are present across the mouth of the River Tees at North
TR030002-000711-Applicants Response to First Questions.pdf:58: House (RR-001) and the MCA (RR-008), the River Tees estuary the Applicant has undertaken a
TR030002-000711-Applicants Response to First Questions.pdf:58: the River Tees estuary, including
TR030002-000562-Doc 6.2 Section 79(1) of Environmental Protection Act 1990 Statement.pdf:5: 1.2.1 The construction and operation of a quay structure on the River Tees
TR030002-000741-Huntsman Polyurethanes (IK) Limited (2).pdf:2: Number 2 Tunnel The tunnel under the River Tees adjacent to and to the west of the
TR030002-000741-Huntsman Polyurethanes (IK) Limited (2).pdf:3: on navigation in the River Tees.
TR030002-000741-Huntsman Polyurethanes (IK) Limited (2).pdf:4: Tunnel Number 1) under the River Tees and beyond that to other facilities on the
TR030002-000741-Huntsman Polyurethanes (IK) Limited (2).pdf:14: 6.2.4 The Harbourmaster governs navigation on the River Tees and imposes restrictions on
TR030002-000741-Huntsman Polyurethanes (IK) Limited (2).pdf:101: Number 2 Tunnel The tunnel under the River Tees adjacent to and to the west of the
TR030002-000741-Huntsman Polyurethanes (IK) Limited (2).pdf:102: on navigation in the River Tees.
TR030002-000428-Doc 4.2 Explanatory Memorandum.pdf:7: River Tees at Bran Sands to facilitate the mooring of
TR030002-000498-Section 16 App 16.1 Marine navigation risk assessment.pdf:8:The export of polyhalite from Bran Sands will increase the number of large vessels operating on the River Tees. These
TR030002-000498-Section 16 App 16.1 Marine navigation risk assessment.pdf:8:other known planned River Tees developments. The Assessment adopts the current dredge levels as these represent a
TR030002-000253-Regulation 24 Transboundary Screening document (3).pdf:1:Address/Location: Bran Sands, Teesside, on the south bank of the River Tees
TR030002-000451-ES Section 16 Commercial navigation.pdf:5:16.4.1 Many of the riverside industrial plants along the 17km stretch of the River Tees have docking and cargo
TR030002-000451-ES Section 16 Commercial navigation.pdf:5: facilities and, therefore, the River Tees experiences significant commercial vessel traffic. At present,
TR030002-000451-ES Section 16 Commercial navigation.pdf:7: Environmental Statement: River Tees Navigational
TR030002-000735-Applicant response to First Questions - Appendix 4.pdf:19: course Agency Stainsby Beck with the River Tees
TR030002-000735-Applicant response to First Questions - Appendix 4.pdf:21: loader at Bran Sands, next to the River Tees would need to meet the
TR030002-000735-Applicant response to First Questions - Appendix 4.pdf:23: side of the River Tees.
TR030002-000735-Applicant response to First Questions - Appendix 4.pdf:24:5.21 Closer to the River Tees the limits of deviation widen. This opens up more
TR030002-000735-Applicant response to First Questions - Appendix 4.pdf:25: River Tees (see Fig 5.6 below). It is listed on the Environment Agency’s
TR030002-000735-Applicant response to First Questions - Appendix 4.pdf:25: contamination of the groundwater and River Tees. Such a leak could
TR030002-000735-Applicant response to First Questions - Appendix 4.pdf:25: have catastrophic impacts for the local residents, the River Tees National
TR030002-000735-Applicant response to First Questions - Appendix 4.pdf:27: solution to raise the conveyor on the River Tees side of the road and allow a
TR030002-000840-Document 4.1C - Draft Development Consent Order (Tracked).pdf:8: “the Tees Port Authority” means PD Teesport in its role as harbour authority for the River Tees;
TR030002-000840-Document 4.1C - Draft Development Consent Order (Tracked).pdf:29: side of the River Tees; or
TR030002-000840-Document 4.1C - Draft Development Consent Order (Tracked).pdf:29: side of the River Tees; and
TR030002-000840-Document 4.1C - Draft Development Consent Order (Tracked).pdf:78: (a) the tunnel under the River Tees which carries pipes known as Tunnel 2; and all ancillary
TR030002-000840-Document 4.1C - Draft Development Consent Order (Tracked).pdf:78: (b) the apparatus includingunder the River Tees known as the Breagh Pipeline;
TR030002-000840-Document 4.1C - Draft Development Consent Order (Tracked).pdf:93: “the river” means the River Tees; and
TR030002-000840-Document 4.1C - Draft Development Consent Order (Tracked).pdf:103:other development to be situated on the River Tees.
TR030002-000739-TATA Steel UK Limited and Others.pdf:9: South Bank of the river Tees and provides access to vessels of up to 17 metres draft enabling
TR030002-000672-Doc 6.1 Consultation Statement Appendices - 10 to 21.pdf:22:• The construction and operation of a quay structure on the River Tees at Bran Sands to
TR030002-000672-Doc 6.1 Consultation Statement Appendices - 10 to 21.pdf:36: RIVER TEES
TR030002-000672-Doc 6.1 Consultation Statement Appendices - 10 to 21.pdf:36: RIVER TEES
TR030002-000672-Doc 6.1 Consultation Statement Appendices - 10 to 21.pdf:37:the site on barges using the River Tees another part of the estuary, this process Most dredging would be carried out as
TR030002-000672-Doc 6.1 Consultation Statement Appendices - 10 to 21.pdf:295: to be brought to the site on barges using the River Tees.
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:21: industry and port-related development along the River Tees.
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:42:The River Tees has its source about 160km from the sea on Cross Fell in the Pennines
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:85: Many of the riverside industrial plants along the 17km stretch of the River Tees have
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:85: docking and cargo facilities and, therefore, the River Tees experiences significant
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:88: the Old River Tees around Teesside Park and the tidal barrier across Marton West
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:92: Five main tributaries flow into the Tees estuary: Old River Tees, Lustram Beck,
TR030002-000839-Huntsman Polyurethanes (UK) Ltd - Deadline 4 Submission.pdf:10: (a) the tunnel under the River Tees which carries pipelines known as Tunnel 2; and
TR030002-000839-Huntsman Polyurethanes (UK) Ltd - Deadline 4 Submission.pdf:10: (b) the apparatus under the River Tees known as the Breagh Pipeline;
TR030002-000253-Regulation 24 Transboundary Screening document (4).pdf:1:Address/Location: Bran Sands, Teesside, on the south bank of the River Tees
TR030002-000771-York Potash Ltd (3).pdf:9: “the Tees Port Authority” means PD Teesport in its role as harbour authority for the River Tees;
TR030002-000771-York Potash Ltd (3).pdf:29: side of the River Tees; or
TR030002-000771-York Potash Ltd (3).pdf:29: side of the River Tees; and
TR030002-000771-York Potash Ltd (3).pdf:79: “the river” means the River Tees; and
TR030002-000771-York Potash Ltd (3).pdf:89:other development to be situated on the River Tees.
TR030002-000569-Doc 7.3 Appendix 2a - MDT Planning Statement.pdf:8: River Tees Estuary, connected to the MHF via conveyor, for the bulk shipping of the polyhalite.
TR030002-000569-Doc 7.3 Appendix 2a - MDT Planning Statement.pdf:77: iii. a harbour facility at Brans Sands, Wilton on the bank of the River Tees Estuary.
TR030002-000763-Document 4.2A Draft Explanatory Memorandum (Clean).pdf:6: the River Tees. Approximately 13mtpa will ultimately be produced.
TR030002-000763-Document 4.2A Draft Explanatory Memorandum (Clean).pdf:7: i. the construction and operation of a quay structure on the River Tees at
TR030002-000612-Doc 2.3 YPL Access and RoW Plan Key Plan Rev v1.pdf:1: River Tees
TR030002-000253-Regulation 24 Transboundary Screening document (2).pdf:1:Address/Location: Bran Sands, Teesside, on the south bank of the River Tees
TR030002-000846-York Potash Ltd - Constructability Notes - BP CATS Pipeline Northern Route.pdf:2: There is also a CATS Tunnel for the River Tees crossing.
TR030002-000444-ES Section 9 Marine and coastal ornithology.pdf:2:9.2.6 Policy CS4 safeguards land along the north bank of the River Tees. The policy states that no port or
TR030002-000443-ES Section 8 Marine ecology.pdf:46: Reserve, which comprises 15ha of marshland adjacent to the River Tees on the first tidal reach below
TR030002-000443-ES Section 8 Marine ecology.pdf:46: dominated by sea aster. It is separated from the River Tees by a slag-armoured river bank and flood
TR030002-000443-ES Section 8 Marine ecology.pdf:47: channels and pools within Portrack Marsh, linked to the River Tees and subject to daily tidal inundation.
TR030002-000443-ES Section 8 Marine ecology.pdf:48: waterbirds and fish. The remaining works (estimated at up to 1ha) would be within the River Tees
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:22:Table 3-4 provides a summary of the overall number of vessel movements in the River Tees on a
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:22: 2013 in the River Tees (data provided by Tees Estuary Harbour Master)
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:24:Two transects using parameters from the River Tees have been chosen to compare the
TR030002-000253-Regulation 24 Transboundary Screening document (1).pdf:1:Address/Location: Bran Sands, Teesside, on the south bank of the River Tees
TR030002-000561-Doc 6.7 Environmental Statement Non Technical Summary_2 of 2.pdf:5: The Harbour facilities would be located adjacent to the Port of Teesside, on the River Tees, and
TR030002-000561-Doc 6.7 Environmental Statement Non Technical Summary_2 of 2.pdf:9: the River Tees. It is expected that maintenance dredging requirements would be met through the
TR030002-000561-Doc 6.7 Environmental Statement Non Technical Summary_2 of 2.pdf:14:2.3.5 There is hydraulic continuity between Bran Sands lagoon and the River Tees (via a pipe through the
TR030002-000561-Doc 6.7 Environmental Statement Non Technical Summary_2 of 2.pdf:24:2.17.2 Reminders of the earlier estuarine landscape are present across the mouth of the River Tees at North
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:21: Jetty NWL Jetty River Tees
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:49: the River Tees (via a pipe through the embankment) and with the groundwater in the Made Ground.
TR030002-000674-Doc 6.3 Habitats Regulations Assessment_1 of 2.pdf:18: River Tees
TR030002-000674-Doc 6.3 Habitats Regulations Assessment_1 of 2.pdf:25: River Tees
TR030002-000674-Doc 6.3 Habitats Regulations Assessment_1 of 2.pdf:35: RIVER TEES
TR030002-000674-Doc 6.3 Habitats Regulations Assessment_1 of 2.pdf:36: RIVER TEES
TR030002-000674-Doc 6.3 Habitats Regulations Assessment_1 of 2.pdf:38:2.2.15 It is also proposed that a connection between the River Tees and Bran Sands lagoon would be
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:19: industry and port-related development along the River Tees.
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:40:The River Tees has its source about 160km from the sea on Cross Fell in the Pennines
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:83: Many of the riverside industrial plants along the 17km stretch of the River Tees have
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:83: docking and cargo facilities and, therefore, the River Tees experiences significant
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:86: the Old River Tees around Teesside Park and the tidal barrier across Marton West
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:90: Five main tributaries flow into the Tees estuary: Old River Tees, Lustram Beck,
TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf:5: the River Tees Estuary, connected to the MHF via conveyor, for
TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf:6: use of the site’s close proximity to the River Tees Estuary, where YPL is
TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf:16: River Tees Estuary, connected to the MHF via conveyor, for the bulk
TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf:29: adjacent to the mouth of the River Tees. Teesside Steelworks sits directly
TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf:29: facilities adjacent to the mouth of the River Tees, known as Teesport.
TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf:43: acknowledges the major industrial heritage of the south bank of the River Tees
TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf:50: south bank of the River Tees, where YPL is proposing to develop new
TR030002-000826-York Potash Ltd (2).pdf:6: the activities actually affect the River Tees or any
TR030002-000826-York Potash Ltd (2).pdf:61: There is also a CATS Tunnel for the River Tees crossing.
TR030002-000826-York Potash Ltd (2).pdf:70: There is also a CATS Tunnel for the River Tees crossing.
TR030002-000742-SABIC UK Petrochemicals Limited 2.pdf:2: Number 2 Tunnel The tunnel under the River Tees adjacent to and to the west of the
TR030002-000742-SABIC UK Petrochemicals Limited 2.pdf:3: on navigation in the River Tees.
TR030002-000742-SABIC UK Petrochemicals Limited 2.pdf:4: Tunnel Number 1) under the River Tees and beyond that to other facilities on the
TR030002-000742-SABIC UK Petrochemicals Limited 2.pdf:14: 6.2.4 The Harbourmaster governs navigation on the River Tees and imposes restrictions on
TR030002-000742-SABIC UK Petrochemicals Limited 2.pdf:101: Number 2 Tunnel The tunnel under the River Tees adjacent to and to the west of the
TR030002-000742-SABIC UK Petrochemicals Limited 2.pdf:102: on navigation in the River Tees.
TR030002-000836-DEA UK SNS Limited - Deadline 4 Submission.pdf:10: (a) the tunnel under the River Tees which carries pipelines known as Tunnel 2; and
TR030002-000836-DEA UK SNS Limited - Deadline 4 Submission.pdf:10: (b) the apparatus under the River Tees known as the Breagh Pipeline;
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:8: “the Tees Port Authority” means PD Teesport in its role as harbour authority for the River Tees;
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:29: side of the River Tees; or
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:29: side of the River Tees; and
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:77: (a) the tunnel under the River Tees which carries pipespipelines known as Tunnel 2; and
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:77: (b) the apparatus under the River Tees known as the Breagh Pipeline;
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:96: “the river” means the River Tees; and
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:106:other development to be situated on the River Tees.
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:11: forms part of the River Tees, and is within the Northumbria River
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:59:the proposed York Potash Harbour Facilities, River Tees, Middlesborough
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:69:and the adjacent River Tees.
TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:5: Harbour Facilities at Brans Sands on the River Tees Estuary. The project
TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:20: Complex on the south bank of the River Tees Estuary, connected to
TR030002-000275-P D Teesport Limited.pdf:5: “the river” means the River Tees; and
TR030002-000670-Doc 6.1 Consultation Statement - Main Text.pdf:23: of the River Tees for the bulk shipping of polyhalite. The harbour
TR030002-000670-Doc 6.1 Consultation Statement - Main Text.pdf:61: River Tees and the potential impact on its (No. 2) tunnel in the area
TR030002-000755-Document 4.2A Draft Explanatory Memorandum (Tracked).pdf:6: the River Tees. Approximately 13mtpa will ultimately be produced.
TR030002-000755-Document 4.2A Draft Explanatory Memorandum (Tracked).pdf:7: i. the construction and operation of a quay structure on the River Tees at
TR030002-000629-Doc 3.3A - Conveyor Route Southern Route - Key Plan.pdf:1: River Tees
TR030002-000560-Doc 6.7 Environmental Statement Non Technical Summary_1 of 2.pdf:22: River Tees
TR030002-000560-Doc 6.7 Environmental Statement Non Technical Summary_1 of 2.pdf:29: River Tees
TR030002-000704-Applicant response to First Questions - Appendix 6.pdf:18: and treatment facilities close to the waters’ edge of the River Tees, within the vicinity of the proposed
TR030002-000704-Applicant response to First Questions - Appendix 6.pdf:19: close to the waters’ edge of the River Tees which have the capacity, available space and the relevant
TR030002-000704-Applicant response to First Questions - Appendix 6.pdf:19: cost for each stage of managing dredged contaminated silt from the River Tees on land, incorporating
TR030002-000704-Applicant response to First Questions - Appendix 6.pdf:21: treatment facility at their facility which is adjacent to Tees Dock, less than 2km up the River Tees from
TR030002-000704-Applicant response to First Questions - Appendix 6.pdf:25: boundary of the River Tees across the Borough. This helped to reduce the overall search criteria;
TR030002-000704-Applicant response to First Questions - Appendix 6.pdf:25: Breagh Project, 6km long 20” natural Coatham Sands to River Tees Reference R/2011/0850/FFM
TR030002-000704-Applicant response to First Questions - Appendix 6.pdf:27:4.2.13 The Borough of Stockton-On-Tees includes the land on the north of the River Tees from Seal Sands in
TR030002-000704-Applicant response to First Questions - Appendix 6.pdf:27: Improvements to existing Billingham South (north Stabilisation of River Tees embankment, increasing
TR030002-000704-Applicant response to First Questions - Appendix 6.pdf:27: flood defences bank of the River Tees) embankment height and other repairs.
TR030002-000704-Applicant response to First Questions - Appendix 6.pdf:27: River Tees) spillage storage lagoons.
TR030002-000704-Applicant response to First Questions - Appendix 6.pdf:28: power station all situated along the north bank of the River Tees. In addition, it includes land around
TR030002-000728-York Potash Limited (Document 3.5B).pdf:1: RIVER TEES FOR DETAILS REFER TO DRAWING
TR030002-000435-ES Section 1 Introduction.pdf:2: x The Harbour facilities would be located adjacent to the Port of Teesside, on the River Tees and
TR030002-000754-Document 4.1A Draft DCO (Clean).pdf:9: “the Tees Port Authority” means PD Teesport in its role as harbour authority for the River Tees;
TR030002-000754-Document 4.1A Draft DCO (Clean).pdf:29: side of the River Tees; or
TR030002-000754-Document 4.1A Draft DCO (Clean).pdf:29: side of the River Tees; and
TR030002-000754-Document 4.1A Draft DCO (Clean).pdf:79: “the river” means the River Tees; and
TR030002-000754-Document 4.1A Draft DCO (Clean).pdf:89:other development to be situated on the River Tees.
TR030002-000676-Doc 7.2 - Summary of Proposals Document.pdf:12: RIVER TEES
TR030002-000676-Doc 7.2 - Summary of Proposals Document.pdf:12: RIVER TEES
TR030002-000676-Doc 7.2 - Summary of Proposals Document.pdf:13:the site on barges using the River Tees another part of the estuary, this process Most dredging would be carried out as
TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf:6:closer to the east bank of the River Tees than under existing conditions, so that deposition is
TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf:8:Table 2.1 Tidal conditions at the River Tees Entrance …………………………………………………….. 4
TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf:16: Table 2.1 Tidal conditions at the River Tees Entrance
TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf:16: • dredging of the main River Tees channel, with a slightly revised route, to -
TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf:16: Various observations of currents in the River Tees are available for comparison with the
TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf:41: freshwater flow into the River Tees over the whole 7 month winter and equinoctial
TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf:53: distributed east-west across the River Tees. The pattern of increase in deposits and the
TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf:53: of deposits across the River Tees.
TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf:53: River Tees are reduced. Furthermore, maximum water depths and flows in Dabholm
TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf:54: the plume of suspended particles tends to be closer to the east bank of the River Tees
TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf:60: particles is predicted to be closer to the east bank of the River Tees than under existing
TR030002-000856-151216 TR030002 York Potash Ltd - Document 8.10 - Schedule of Changes to the Draft DCO.pdf:18:(a) the tunnel under the River Tees which carries pipelines known as Tunnel 2; and
TR030002-000856-151216 TR030002 York Potash Ltd - Document 8.10 - Schedule of Changes to the Draft DCO.pdf:18:(b) the apparatus under the River Tees known as the Breagh Pipeline;
TR030002-000856-151216 TR030002 York Potash Ltd - Document 8.10 - Schedule of Changes to the Draft DCO.pdf:38:(v) the tunnel under the River Tees which carries pipelines known as Tunnel 2; and
TR030002-000856-151216 TR030002 York Potash Ltd - Document 8.10 - Schedule of Changes to the Draft DCO.pdf:38:(w) the apparatus under the River Tees known as the Breagh Pipeline;
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:20:Pipeline. As well as the CATS Tunnel for the River Tees crossing.
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:28:would be parallel to effluent pipelines coming to Bran Sands via the tunnel No 2 under the River Tees
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:53:would be parallel to effluent pipelines coming to Bran Sands via the tunnel No 2 under the River Tees
TR030002-000437-ES Section 3 Project description_1 of 2.pdf:3: River Tees
TR030002-000437-ES Section 3 Project description_1 of 2.pdf:10: River Tees
TR030002-000437-ES Section 3 Project description_1 of 2.pdf:31: RIVER TEES
TR030002-000437-ES Section 3 Project description_1 of 2.pdf:32: RIVER TEES
TR030002-000436-ES Section 2 Legislation_regulation_policy.pdf:5: enhancing the environmental quality of employment areas and the quality of the River Tees.
TR030002-000436-ES Section 2 Legislation_regulation_policy.pdf:5: related development along the River Tees.
TR030002-000436-ES Section 2 Legislation_regulation_policy.pdf:7:2.7.13 Policy CS4 safeguards land along the north bank of the River Tees. The policy states that no port or
TR030002-000657-Doc 3.8C - Indicative Section Solid Quay Construction.pdf:1: RIVER TEES
TR030002-000447-ES Section 12 Traffic and transport.pdf:14: other smaller settlements near the River Tees. Access to the wider strategic highway network is
TR030002-000494-Section 15 App 15.1 Archaeology desk based appraisal.pdf:18: location of the Seventh Buoy Light (63), a River Tees navigation light, although this is not shown on
TR030002-000494-Section 15 App 15.1 Archaeology desk based appraisal.pdf:46: estuary of the River Tees.
TR030002-000494-Section 15 App 15.1 Archaeology desk based appraisal.pdf:56: Sheet VI.8. 2nd Edition show a River Tees navigation 19 Study
TR030002-000494-Section 15 App 15.1 Archaeology desk based appraisal.pdf:56: Sheet VI.8. 2nd Edition show a River Tees navigation 19 Study
TR030002-000494-Section 15 App 15.1 Archaeology desk based appraisal.pdf:57: Eighth Buoy Sheet VI.4. 2nd Edition show a River Tees navigation 19 Study
TR030002-000494-Section 15 App 15.1 Archaeology desk based appraisal.pdf:57: Seventh Buoy Sheet VI.4. 2nd Edition show a River Tees navigation 19
TR030002-000494-Section 15 App 15.1 Archaeology desk based appraisal.pdf:57: Mooring Sheet VI.4. 2nd Edition show a River Tees mooring 19 Study
TR030002-000494-Section 15 App 15.1 Archaeology desk based appraisal.pdf:57: Mooring Sheet VIa.16. 2nd Edition show a River Tees mooring 19 Study
TR030002-000494-Section 15 App 15.1 Archaeology desk based appraisal.pdf:57: Sheet VIa.16. 2nd Edition show a River Tees navigation 19 Study
TR030002-000494-Section 15 App 15.1 Archaeology desk based appraisal.pdf:57: Fourth Buoy Sheet VIa.16. 2nd Edition show a River Tees navigation 19 Study
TR030002-000494-Section 15 App 15.1 Archaeology desk based appraisal.pdf:58: Sheet VIa.16. 2nd Edition show a River Tees navigation 19 Study
TR030002-000701-Environment Agency.pdf:23: review of the River Tees Catchment Flood Management Plan;
TR030002-000820-Document 4.1C - Draft Development Consent Order (Clean).pdf:8: “the Tees Port Authority” means PD Teesport in its role as harbour authority for the River Tees;
TR030002-000820-Document 4.1C - Draft Development Consent Order (Clean).pdf:29: side of the River Tees; or
TR030002-000820-Document 4.1C - Draft Development Consent Order (Clean).pdf:29: side of the River Tees; and
TR030002-000820-Document 4.1C - Draft Development Consent Order (Clean).pdf:75: (a) the tunnel under the River Tees which carries pipes known as Tunnel 2; and
TR030002-000820-Document 4.1C - Draft Development Consent Order (Clean).pdf:75: (b) the apparatus under the River Tees known as the Breagh Pipeline;
TR030002-000820-Document 4.1C - Draft Development Consent Order (Clean).pdf:87: “the river” means the River Tees; and
TR030002-000820-Document 4.1C - Draft Development Consent Order (Clean).pdf:97:other development to be situated on the River Tees.
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:97: other smaller settlements near the River Tees. Access to the wider strategic highway network is
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:198: Gateway River Tees
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:198: Redevelopment River Tees
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:214: surface water network are The Mill Race, Mains Dyke, Dabholm Gut and the River Tees.)
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:280:29.3.1 Many of the riverside industrial plants along the 17km stretch of the River Tees have docking and cargo
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:280: facilities and, therefore, the River Tees experiences significant commercial vessel traffic. At present,
TR030002-000495-Section 15 App 15.2 Northern Gateway Archaeological Appraisal.pdf:7: now stands once formed part of the intertidal zone of the River Tees and as such
TR030002-000495-Section 15 App 15.2 Northern Gateway Archaeological Appraisal.pdf:7: industrial area of Teesport bounded by the River Tees to the north, by the Pot Ash
TR030002-000495-Section 15 App 15.2 Northern Gateway Archaeological Appraisal.pdf:14: of the railway line is located within the River Tees and several beacons and buoys
TR030002-000495-Section 15 App 15.2 Northern Gateway Archaeological Appraisal.pdf:16:5.6.4 The Tees Barrage was built in 1995 to control water levels on the River Tees and
TR030002-000495-Section 15 App 15.2 Northern Gateway Archaeological Appraisal.pdf:19: Pattenden D.W 2001 The History of the River tees in Maps
TR030002-000495-Section 15 App 15.2 Northern Gateway Archaeological Appraisal.pdf:19: 1762 Dobson, J A Draught of the Entrance to the River Tees
TR030002-000495-Section 15 App 15.2 Northern Gateway Archaeological Appraisal.pdf:19: 1824 Edgeworth W The River Tees below Stockton Bridge with Proposed
TR030002-000495-Section 15 App 15.2 Northern Gateway Archaeological Appraisal.pdf:19: 1881 Fowler, J Plan of the River Tees from Stockton Bridge to the Sea. Tees
TR030002-000495-Section 15 App 15.2 Northern Gateway Archaeological Appraisal.pdf:19: 1906 Clarke, J The River Tees from Stockton to the Sea. Tees Conservancy
TR030002-000495-Section 15 App 15.2 Northern Gateway Archaeological Appraisal.pdf:19: 1938 Tees Conservancy Commission. River Tees Stockton to the Sea
TR030002-000495-Section 15 App 15.2 Northern Gateway Archaeological Appraisal.pdf:19: 1966 Tees Conservancy Commission. River Tees Stockton to the Sea
TR030002-000495-Section 15 App 15.2 Northern Gateway Archaeological Appraisal.pdf:23:Name: River Tees
TR030002-000495-Section 15 App 15.2 Northern Gateway Archaeological Appraisal.pdf:24:Name: River Tees
TR030002-000495-Section 15 App 15.2 Northern Gateway Archaeological Appraisal.pdf:24:Description: A Neolithic stone axe head was found in 1892. It was dredged from the River Tees
TR030002-000495-Section 15 App 15.2 Northern Gateway Archaeological Appraisal.pdf:24:Name: River Tees Port sanitary Authority Floating Hospital
TR030002-000661-Doc 3.9C - Indicative Section Open Quay Construction.pdf:1: RIVER TEES
TR030002-000838-SABIC UK Petrochemicals Ltd - Deadline 4 Submission.pdf:10: (a) the tunnel under the River Tees which carries pipelines known as Tunnel 2; and
TR030002-000838-SABIC UK Petrochemicals Ltd - Deadline 4 Submission.pdf:10: (b) the apparatus under the River Tees known as the Breagh Pipeline;
TR030002-000834-Document 4.2B - Explanatory Memorandum (Tracked).pdf:5: the River Tees. Approximately 13mtpa will ultimately be produced.
TR030002-000834-Document 4.2B - Explanatory Memorandum (Tracked).pdf:6: i. the construction and operation of a quay structure on the River Tees at
TR030002-000440-ES Section 5 Hydrodynamic and sedimentary regime.pdf:8:5.4.6 The River Tees has its source approximately 160km from the sea on Cross Fell in the Pennines and
TR030002-000371-141125_York_Potash_ExAs_Draft_DCO.PDF:29: south side of the River Tees; or
TR030002-000371-141125_York_Potash_ExAs_Draft_DCO.PDF:29: south side of the River Tees; and
TR030002-000371-141125_York_Potash_ExAs_Draft_DCO.PDF:77:(v) the tunnel under the River Tees which carries pipelines known as Tunnel 2; and
TR030002-000371-141125_York_Potash_ExAs_Draft_DCO.PDF:77:(w) the apparatus under the River Tees known as the Breagh Pipeline;
TR030002-000371-141125_York_Potash_ExAs_Draft_DCO.PDF:93: “the river” means the River Tees; and
TR030002-000371-141125_York_Potash_ExAs_Draft_DCO.PDF:103:other development to be situated on the River Tees.
TR030002-000427-Doc 4.1 Draft DCO (including requirements).pdf:24: south side of the River Tees; or
TR030002-000427-Doc 4.1 Draft DCO (including requirements).pdf:24: south side of the River Tees; and
TR030002-000427-Doc 4.1 Draft DCO (including requirements).pdf:58: “the river” means the River Tees; and
TR030002-000427-Doc 4.1 Draft DCO (including requirements).pdf:66:other development to be situated on the River Tees.
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:8: “the Tees Port Authority” means PD Teesport in its role as harbour authority for the River Tees;
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:29: side of the River Tees; or
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:29: side of the River Tees; and
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:77: (a) the tunnel under the River Tees which carries pipelines known as Tunnel 2; and
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:77: (b) the apparatus under the River Tees known as the Breagh Pipeline;
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:94: “the river” means the River Tees; and
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:104:other development to be situated on the River Tees.
TR030002-000605-Doc 2.2 - YPL Works Plan Key Plan Rev v1.pdf:1: River Tees
TR030002-000417-Doc 1.5 s55 Checklist.pdf:15: Sands, Teesside, on the south bank of the River Tees, as shown
NGCT_Final_ES at KK with figs.pdf:163: • Along the River Tees for port related development and where it is required for future
NGCT_Final_ES at KK with figs.pdf:172: Borough, that large flat sites adjoining the river (River Tees), particularly if they have
NGCT_Final_ES at KK with figs.pdf:179: and rivers, in particular the River Tees
NGCT_Final_ES at KK with figs.pdf:190: 3. The river Tees has its source about 160km from the sea on Cross Fell in the
NGCT_Final_ES at KK with figs.pdf:227: a large freshwater flow into the River Tees over the seven month period and the
NGCT_Final_ES at KK with figs.pdf:253: between 25 and 510µg/kg have been found in the River Tees up stream of the
NGCT_Final_ES at KK with figs.pdf:271: to result in significant impact at the River Tees.
NGCT_Final_ES at KK with figs.pdf:274: − Surface water – The River Tees borders the site to the south and south west
NGCT_Final_ES at KK with figs.pdf:274: opposite bank of the River Tees. These sites are therefore considered to be of
NGCT_Final_ES at KK with figs.pdf:277: River Tees. This site is therefore considered to be of moderate sensitivity.
NGCT_Final_ES at KK with figs.pdf:280: may be discharged to the river. The River Tees is a major navigable river and
NGCT_Final_ES at KK with figs.pdf:280: Risk to surface water Low The River Tees estuary borders the and Dabholm Gut forms the north eastern
NGCT_Final_ES at KK with figs.pdf:382: railway. Land north of the railway line is located within the River Tees and
NGCT_Final_ES at KK with figs.pdf:384: 25. The Tees Barrage was built in 1995 to control water levels on the River Tees
NGCT_Final_ES at KK with figs.pdf:388: cycle ways adjacent to the river at Portrack, Old River Tees and Billingham
NGCT_Final_ES at KK with figs.pdf:419: activities including increased ship and tug boat movements on the River Tees
NGCT_Final_ES at KK with figs.pdf:451: reclaimed from the river Tees channel that is currently below mean high water.
NGCT_Final_ES at KK with figs.pdf:458: 6. Five major tributaries flow into the Tees estuary, namely Old River Tees,
NGCT_Final_ES at KK with figs.pdf:470: 1. The River Tees is at the heart of an area strongly associated with
NGCT_Final_ES at KK with figs.pdf:541:Pattenden, D. W. (2001). The History of the River Tees in Maps.
Appendix 1Teesport HRO.pdf:2: “the river” means the river Tees;
Appendix 1Teesport HRO.pdf:9:This Order authorises PD Teesport Limited to construct and maintain works on the river Tees
20171212 EIA Scoping Response Teesport Extension Final.pdf:4: The proposed NGCT is located in the River Tees, which is displayed in Figure 1
IBPB8270R001F01_EIA REPORT(2).pdf:72: within the River Tees estuary and across the wider Tees Bay. The model was verified against field
IBPB8270R001F01_EIA REPORT(2).pdf:103: was from the migration of aqueous phase contamination into the River Tees. It
IBPB8270R001F01_EIA REPORT(2).pdf:124:species at Seal Sands (INCA, 2018). Greatham Creek (a tributary of the River Tees) has also become an
IBPB8270R001F01_EIA REPORT(2).pdf:150:and up the River Tees as far as the tidal barrage and back again. En route, three different types of data
IBPB8270R001F01_EIA REPORT(2).pdf:151:stretch of the River Tees between Tees Barrage and Seaton Channel to obtain additional information to
IBPB8270R001F01_EIA REPORT(2).pdf:151:throughout the entire length of the River Tees between Seaton Channel and Tees Barrage and in each of
IBPB8270R001F01_EIA REPORT(2).pdf:151:River Tees (Natural England, 2018).
IBPB8270R001F01_EIA REPORT(2).pdf:155: winter visitor mouth of the River Tees or Saltburn as feeding areas.
IBPB8270R001F01_EIA REPORT(2).pdf:156: On the jetties on the River Tees, 171 nests were counted on 27th July on
IBPB8270R001F01_EIA REPORT(2).pdf:171:Figure 12.2 illustrates the rod catch data from the River Tees. This data was sourced from the Environment
IBPB8270R001F01_EIA REPORT(2).pdf:196:Many of the riverside industrial plants along the 17km stretch of the River Tees have docking and cargo
IBPB8270R001F01_EIA REPORT(2).pdf:196:facilities and, therefore, the River Tees experiences significant commercial vessel traffic. PDT has
IBPB8270R001F01_EIA REPORT(2).pdf:203:‘beacons’ relating to a River Tees navigation light shown on historic mapping.
IBPB8270R001F01_EIA REPORT(2).pdf:204:the River Tees. There is also the possibility of encountering palaeogeographic features and deposits
IBPB8270R001F01_EIA REPORT(2).pdf:235:The River Tees is at the heart of an area strongly associated with petrochemicals, manufacturing and
IBPB8270R001F01_EIA REPORT(2).pdf:295:stated that the main channel of the River Tees below the Tees Barrage and the estuary waters are proposed
IBPB8270R001F01_EIA REPORT(2).pdf:340: 3. The river Tees has its source about 160km from the sea on Cross Fell in the
IBPB8270R001F01_EIA REPORT(2).pdf:377: a large freshwater flow into the River Tees over the seven month period and the
IBPB8270R001F01_EIA REPORT(2).pdf:497:Davies CAL, Tomlinson K, Stephenson T (1991) Heavy metals in river tees estuary sediments. Environ Technol
IBPB8270R001F01_EIA REPORT(2).pdf:497:Fugro (2014) Environmental and benthic ecology site investigation River Tees, UK. Rep Number 140539-1 1:35
IBPB8270R001F01_EIA REPORT(2).pdf:523:Table 3-4 provides a summary of the overall number of vessel movements in the River Tees on a
IBPB8270R001F01_EIA REPORT(2).pdf:523: 2013 in the River Tees (data provided by Tees Estuary Harbour Master)
IBPB8270R001F01_EIA REPORT(2).pdf:525:Two transects using parameters from the River Tees have been chosen to compare the
IBPB8270R001F01_EIA REPORT(2).pdf:592:material associated with the former maritime use of the River Tees that may be present. The potential for
IBPB8270R001F01_EIA REPORT(2).pdf:596:zone of the River Tees. Similarly, the proposed dredging works will in part impact upon previously
IBPB8270R001F01_EIA REPORT(2).pdf:596:The documented losses of several ships in the River Tees also indicate the potential for remains
IBPB8270R001F01_EIA REPORT(2).pdf:597:River Tees. Nine of the vessels were lost following collision, nine foundered or were stranded and one
IBPB8270R001F01_EIA REPORT(2).pdf:597:used for carrying cargo or passengers within rivers or canals, that sank in River Tees in the fairway in the
IBPB8270R001F01_EIA REPORT(2).pdf:597:location of loss lies adjacent to the Bran Sands lagoon, within the River Tees.
IBPB8270R001F01_EIA REPORT(2).pdf:597:potential for the presence of previous unidentified wreck remains within the River Tees. The use of the
IBPB8270R001F01_EIA REPORT(2).pdf:600:wrecks or crashed aircraft and other evidence relating to the former maritime use of the River Tees. There
IBPB8270R001F01_EIA REPORT(2).pdf:610:Cotswold Archaeology (2014a) York Potash Harbour Facility, River Tees Yorkshire Geoarchaeological
IBPB8270R001F01_EIA REPORT(2).pdf:614:Name: River Tees
IBPB8270R001F01_EIA REPORT(2).pdf:615:Name: River Tees
IBPB8270R001F01_EIA REPORT(2).pdf:615:Description: A Neolithic stone axe head was found in 1892. It was dredged from the River Tees about a
IBPB8270R001F01_EIA REPORT(2).pdf:615:Name: River Tees Port sanitary Authority Floating Hospital
LON_LIB1-#22563159-v1-Teesside_Gazette_6_May_2020.PDF:2: Terminal, including a capital dredge of the River Tees, Redcar and the
2008 Teesport HRO.pdf:2: “the river” means the river Tees;
2008 Teesport HRO.pdf:9:This Order authorises PD Teesport Limited to construct and maintain works on the river Tees
LON_LIB1-#22528705-v1-Teesside_Gazette_29_4_2020.PDF:2: Lots of Photos Interior Alterations! Odd Jobs in home and garden Terminal, including a capital dredge of the River Tees, Redcar and the
IBPB8270R001F01_EIA REPORT.pdf:72: within the River Tees estuary and across the wider Tees Bay. The model was verified against field
IBPB8270R001F01_EIA REPORT.pdf:103: was from the migration of aqueous phase contamination into the River Tees. It
IBPB8270R001F01_EIA REPORT.pdf:124:species at Seal Sands (INCA, 2018). Greatham Creek (a tributary of the River Tees) has also become an
IBPB8270R001F01_EIA REPORT.pdf:150:and up the River Tees as far as the tidal barrage and back again. En route, three different types of data
IBPB8270R001F01_EIA REPORT.pdf:151:stretch of the River Tees between Tees Barrage and Seaton Channel to obtain additional information to
IBPB8270R001F01_EIA REPORT.pdf:151:throughout the entire length of the River Tees between Seaton Channel and Tees Barrage and in each of
IBPB8270R001F01_EIA REPORT.pdf:151:River Tees (Natural England, 2018).
IBPB8270R001F01_EIA REPORT.pdf:155: winter visitor mouth of the River Tees or Saltburn as feeding areas.
IBPB8270R001F01_EIA REPORT.pdf:156: On the jetties on the River Tees, 171 nests were counted on 27th July on
IBPB8270R001F01_EIA REPORT.pdf:171:Figure 12.2 illustrates the rod catch data from the River Tees. This data was sourced from the Environment
IBPB8270R001F01_EIA REPORT.pdf:196:Many of the riverside industrial plants along the 17km stretch of the River Tees have docking and cargo
IBPB8270R001F01_EIA REPORT.pdf:196:facilities and, therefore, the River Tees experiences significant commercial vessel traffic. PDT has
IBPB8270R001F01_EIA REPORT.pdf:203:‘beacons’ relating to a River Tees navigation light shown on historic mapping.
IBPB8270R001F01_EIA REPORT.pdf:204:the River Tees. There is also the possibility of encountering palaeogeographic features and deposits
IBPB8270R001F01_EIA REPORT.pdf:235:The River Tees is at the heart of an area strongly associated with petrochemicals, manufacturing and
IBPB8270R001F01_EIA REPORT.pdf:295:stated that the main channel of the River Tees below the Tees Barrage and the estuary waters are proposed
IBPB8270R001F01_EIA REPORT.pdf:340: 3. The river Tees has its source about 160km from the sea on Cross Fell in the
IBPB8270R001F01_EIA REPORT.pdf:377: a large freshwater flow into the River Tees over the seven month period and the
IBPB8270R001F01_EIA REPORT.pdf:497:Davies CAL, Tomlinson K, Stephenson T (1991) Heavy metals in river tees estuary sediments. Environ Technol
IBPB8270R001F01_EIA REPORT.pdf:497:Fugro (2014) Environmental and benthic ecology site investigation River Tees, UK. Rep Number 140539-1 1:35
IBPB8270R001F01_EIA REPORT.pdf:523:Table 3-4 provides a summary of the overall number of vessel movements in the River Tees on a
IBPB8270R001F01_EIA REPORT.pdf:523: 2013 in the River Tees (data provided by Tees Estuary Harbour Master)
IBPB8270R001F01_EIA REPORT.pdf:525:Two transects using parameters from the River Tees have been chosen to compare the
IBPB8270R001F01_EIA REPORT.pdf:592:material associated with the former maritime use of the River Tees that may be present. The potential for
IBPB8270R001F01_EIA REPORT.pdf:596:zone of the River Tees. Similarly, the proposed dredging works will in part impact upon previously
IBPB8270R001F01_EIA REPORT.pdf:596:The documented losses of several ships in the River Tees also indicate the potential for remains
IBPB8270R001F01_EIA REPORT.pdf:597:River Tees. Nine of the vessels were lost following collision, nine foundered or were stranded and one
IBPB8270R001F01_EIA REPORT.pdf:597:used for carrying cargo or passengers within rivers or canals, that sank in River Tees in the fairway in the
IBPB8270R001F01_EIA REPORT.pdf:597:location of loss lies adjacent to the Bran Sands lagoon, within the River Tees.
IBPB8270R001F01_EIA REPORT.pdf:597:potential for the presence of previous unidentified wreck remains within the River Tees. The use of the
IBPB8270R001F01_EIA REPORT.pdf:600:wrecks or crashed aircraft and other evidence relating to the former maritime use of the River Tees. There
IBPB8270R001F01_EIA REPORT.pdf:610:Cotswold Archaeology (2014a) York Potash Harbour Facility, River Tees Yorkshire Geoarchaeological
IBPB8270R001F01_EIA REPORT.pdf:614:Name: River Tees
IBPB8270R001F01_EIA REPORT.pdf:615:Name: River Tees
IBPB8270R001F01_EIA REPORT.pdf:615:Description: A Neolithic stone axe head was found in 1892. It was dredged from the River Tees about a
IBPB8270R001F01_EIA REPORT.pdf:615:Name: River Tees Port sanitary Authority Floating Hospital
Appendix 1Teesport HRO.pdf:2: “the river” means the river Tees;
Appendix 1Teesport HRO.pdf:9:This Order authorises PD Teesport Limited to construct and maintain works on the river Tees
PB8270-RHD-ZZ-XX-RP-Z-0002.pdf:13:Many of the riverside industrial plants along the 17km stretch of the River Tees have docking and cargo
PB8270-RHD-ZZ-XX-RP-Z-0002.pdf:13:facilities and, therefore, the River Tees experiences significant commercial vessel traffic. PDT has
Licence Document (Marine).pdf:10:Site location River Tees - Please see coordinates in Licence Schedule
Licence Document (Marine).pdf:10:Activity location River Tees - Please see coordinates in Licence Schedule
Schedule 7 - Archaeological WSI.pdf:5:material associated with the former maritime use of the River Tees that may be present. The potential for
Schedule 7 - Archaeological WSI.pdf:9:zone of the River Tees. Similarly, the proposed dredging works will in part impact upon previously
Schedule 7 - Archaeological WSI.pdf:9:The documented losses of several ships in the River Tees also indicate the potential for remains
Schedule 7 - Archaeological WSI.pdf:10:River Tees. Nine of the vessels were lost following collision, nine foundered or were stranded and one
Schedule 7 - Archaeological WSI.pdf:10:used for carrying cargo or passengers within rivers or canals, that sank in River Tees in the fairway in the
Schedule 7 - Archaeological WSI.pdf:10:location of loss lies adjacent to the Bran Sands lagoon, within the River Tees.
Schedule 7 - Archaeological WSI.pdf:10:potential for the presence of previous unidentified wreck remains within the River Tees. The use of the
Schedule 7 - Archaeological WSI.pdf:13:wrecks or crashed aircraft and other evidence relating to the former maritime use of the River Tees. There
Schedule 7 - Archaeological WSI.pdf:23:Cotswold Archaeology (2014a) York Potash Harbour Facility, River Tees Yorkshire Geoarchaeological
Schedule 7 - Archaeological WSI.pdf:27:Name: River Tees
Schedule 7 - Archaeological WSI.pdf:28:Name: River Tees
Schedule 7 - Archaeological WSI.pdf:28:Description: A Neolithic stone axe head was found in 1892. It was dredged from the River Tees about a
Schedule 7 - Archaeological WSI.pdf:28:Name: River Tees Port sanitary Authority Floating Hospital
MLA_2021_00215-Licence Document (Marine)-20.pdf:6: the River Tees, north of Middlesbrough. See co-ordinates
MLA_2021_00215-Licence Document (Marine)-20.pdf:6: the River Tees, north of Middlesbrough. See co-ordinates
MLA_2021_00215-Licence Document (Marine)-20.pdf:9: the River Tees, north of Middlesbrough. See co-ordinates
MLA_2021_00215-Licence Document (Marine)-16.pdf:6: the River Tees, north of Middlesbrough. See co-ordinates
MLA_2021_00215-Licence Document (Marine)-16.pdf:6: the River Tees, north of Middlesbrough. See co-ordinates
MLA_2021_00215-Licence Document (Marine)-16.pdf:9: the River Tees, north of Middlesbrough. See co-ordinates
MLA_2021_00215-APPLICATION-FORM.pdf:2:approximately 1km from the main River Tees channel) and that the vast majority of the
MLA_2021_00215-APPLICATION-FORM.pdf:12:approximately 1km from the main River Tees channel) and that the vast majority of the
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:13:southern bank of the River Tees, north of Middlesbrough, at Ordnance Survey Grid Reference: NZ 55137
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:25:Due to the location of the proposed scheme at the end of Tees Dock, 1km from the River Tees, and within
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:34:wider River Tees is anticipated.
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:35:most frequently in the River Tees, in the vicinity of Tees Dock, were EUNIS biotope A5.323 ‘Nephtys
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:35:the surrounding Tees Dock and River Tees area, all of which are regularly maintenance dredged and
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:36:significant adverse impacts to the marine ecology of the River Tees and estuary are predicted.
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:37:River Tees channel, piling activities would not cause a barrier to fish migration within the Tees. As such no
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:37:Number 2 Ro-Ro is located at the end of Tees Dock ~1km from the main River Tees channel within the
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:39:species at Seal Sands (INCA, 2019). Greatham Creek (a tributary of the River Tees) has also become an
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:39:to the location of the proposed scheme at the end of Tees Dock, ~1km from the main River Tees channel
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:42:The section of the River Tees downstream from the Tees Barrage is managed by PDT as Statutory Harbour
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:47:The proposed scheme is located approximately 1km from the main River Tees channel at the end of Tees
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:59:River Tees, displayed in Figure 1 below.
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:60:River Tees. The applicant as the statutory harbour authority will be able to manage
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:60:The works will be undertaken in a dock that is 1km from the River Tees channel.
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:64:Calidris pugnax being added as features. The extension to the SPA now includes the River Tees and Tees
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:13:southern bank of the River Tees, north of Middlesbrough, at Ordnance Survey Grid Reference: NZ 55137
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:25:Due to the location of the proposed scheme at the end of Tees Dock, 1km from the River Tees, and within
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:34:wider River Tees is anticipated.
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:35:most frequently in the River Tees, in the vicinity of Tees Dock, were EUNIS biotope A5.323 ‘Nephtys
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:35:the surrounding Tees Dock and River Tees area, all of which are regularly maintenance dredged and
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:36:significant adverse impacts to the marine ecology of the River Tees and estuary are predicted.
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:37:River Tees channel, piling activities would not cause a barrier to fish migration within the Tees. As such no
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:37:Number 2 Ro-Ro is located at the end of Tees Dock ~1km from the main River Tees channel within the
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:39:species at Seal Sands (INCA, 2019). Greatham Creek (a tributary of the River Tees) has also become an
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:39:to the location of the proposed scheme at the end of Tees Dock, ~1km from the main River Tees channel
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:42:The section of the River Tees downstream from the Tees Barrage is managed by PDT as Statutory Harbour
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:47:The proposed scheme is located approximately 1km from the main River Tees channel at the end of Tees
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:59:River Tees, displayed in Figure 1 below.
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:60:River Tees. The applicant as the statutory harbour authority will be able to manage
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:60:The works will be undertaken in a dock that is 1km from the River Tees channel.
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:64:Calidris pugnax being added as features. The extension to the SPA now includes the River Tees and Tees
502 - Waste FD MASTER.pdf:4: bank of the River Tees. Drawings ASC-001-00006-A and ASC-001-00007-A show
501 - Water FD MASTER.pdf:4: facility on the north bank of the River Tees. Drawings ASC-001-00006-A and ASC-
501 - Water FD MASTER.pdf:5: Environment Agency’s River Basin Management Plan, the River Tees is located
501 - Water FD MASTER.pdf:6: Port Dry Dock facility on the north bank of the River Tees.
Appendix 16.1a - DNV Report Rev1 2004.pdf:6:dredging operation along the River Tees and the estuary is not included.
Appendix 16.1a - DNV Report Rev1 2004.pdf:17:instance, the normal flow in the river Tees is in the order of 6 m3/s. With a relatively high river
Appendix 16.1a - DNV Report Rev1 2004.pdf:21:discussed previously, and the magnitude of inflow from the river Tees and Greatham Creek is
Appendix 16.1a - DNV Report Rev1 2004.pdf:37:entrance channel leading into Seaton Channel and river Tees. The velocities in Seaton Channel
Appendix 16.1a - DNV Report Rev1 2004.pdf:37:most constricted parts. The velocities in the main river Tees are generally between 0.1 and 0.2
Appendix 16.1a - DNV Report Rev1 2004.pdf:56:Old River Tees, representing various locations along the River Tees and the estuary.
3 EIS Appendices (3).pdf:94: River Tees just to the south west of Teesmouth. The channel borders an extensive area of
3 EIS Appendices (3).pdf:121:dredging operation along the River Tees and the estuary is not included.
3 EIS Appendices (3).pdf:132:instance, the normal flow in the river Tees is in the order of 6 m3/s. With a relatively high river
3 EIS Appendices (3).pdf:136:discussed previously, and the magnitude of inflow from the river Tees and Greatham Creek is
3 EIS Appendices (3).pdf:152:entrance channel leading into Seaton Channel and river Tees. The velocities in Seaton Channel
3 EIS Appendices (3).pdf:152:most constricted parts. The velocities in the main river Tees are generally between 0.1 and 0.2
3 EIS Appendices (3).pdf:171:Old River Tees, representing various locations along the River Tees and the estuary.
Appendix 16.1b - DNV Addendum Report 2005.pdf:18:Although the river Tees in 2004 showed the highest adult counts and returning stock estimates
502 - Waste FD MASTER(2).pdf:4: bank of the River Tees. Drawings ASC-001-00006-A and ASC-001-00007-A show
1911South-Tees-Master-Plan-Nov-19.2.pdf:22:The Development Corporation area lies within the borough of Redcar and Cleveland, at the mouth of the River Tees within the region’s major industrial zone. The town of Redcar lies to the east of the
1911South-Tees-Master-Plan-Nov-19.2.pdf:22:South Gare and Coatham Sands and along the River Tees
1911South-Tees-Master-Plan-Nov-19.2.pdf:23:Being at the mouth of the River Tees, the South Tees national rail connectivity for passengers and freight, with and wider UK economies, with particular specialisms in The Tees Valley does however have strengths in
1911South-Tees-Master-Plan-Nov-19.2.pdf:23:scale industrial centre of excellence on the River Tees. nationally, necessitating an additional 28,500 residents
1911South-Tees-Master-Plan-Nov-19.2.pdf:26:On the opposite side of the River Tees lies the North handling agreement to provide port and ship
1911South-Tees-Master-Plan-Nov-19.2.pdf:26:River Tees within the heart of the STDC area. It is a major uses, which could complement the STDC offer.
1911South-Tees-Master-Plan-Nov-19.2.pdf:27: BOC occupies land at Teesport, as a tenant of PD Ports, These cross the River Tees, via tunnels, to industrial
1911South-Tees-Master-Plan-Nov-19.2.pdf:34:This area is owned by STDC and is shaped by the passenger railway corridor, the physical constraint of a South Gare is an area of reclaimed land and breakwater at the mouth of the River Tees, constructed
1911South-Tees-Master-Plan-Nov-19.2.pdf:38: platforms for an improved local and national service and Located at the mouth of the River Tees, and
1911South-Tees-Master-Plan-Nov-19.2.pdf:42:Network Rail corridor that traverses the site and intra- 2.08.3.1 PD PORTS TEESPORT deepest water on the River Tees. Lying at the mouth of offers firm potential for increasing berthing capacity
1911South-Tees-Master-Plan-Nov-19.2.pdf:42:railway. Additionally, the neighbouring Wilton International a depth alongside of between 10.9 metres - The loading of rail wagons is carried out by overhead 2.08.3.4 RIVER TEES CHANNEL
1911South-Tees-Master-Plan-Nov-19.2.pdf:42:across the South Tees area from private rail connections. • Three Ro-Ro berths, two within the main port loading of rail wagons is achieved by bottom discharge Tees area, the River Tees channel is maintained
1911South-Tees-Master-Plan-Nov-19.2.pdf:45: side of the River Tees. The Sembcorp corridor also positive drainage systems in place and simply rely upon
1911South-Tees-Master-Plan-Nov-19.2.pdf:45: River Tees near South Bank Wharf, via Tunnel No.1.
1911South-Tees-Master-Plan-Nov-19.2.pdf:50:The River Tees forms the north western boundary of the
1911South-Tees-Master-Plan-Nov-19.2.pdf:50:towards the River Tees, all of which have been
1911South-Tees-Master-Plan-Nov-19.2.pdf:50:watercourses that outfall into the River Tees directly
1911South-Tees-Master-Plan-Nov-19.2.pdf:52:An initial high level flood risk assessment of the STDC discharges into the Tees Estuary through four pipes with the area, along with potential flow diversions and The River Tees ‘main river’ forms the north-western
1911South-Tees-Master-Plan-Nov-19.2.pdf:52:Historically, tidal Flooding from the River Tees has been would improving channel conveyance and storage. significant, but localised flood risk for the 1 in 200 culverts across the area which will provide an opportunity to
1911South-Tees-Master-Plan-Nov-19.2.pdf:52:REDCAR BULK TERMINAL (RBT) Fleet discharge pipes provide a potential flood risk with areas and ensuring that the defences to the River Tees
1911South-Tees-Master-Plan-Nov-19.2.pdf:52:the River Tees, from possible breaches in the dunes at considered in tandem with improvements to the River Tees
1911South-Tees-Master-Plan-Nov-19.2.pdf:52:flooding in this area around the river channel. The Fleet View from the River Tees across the Redcar Site
1911South-Tees-Master-Plan-Nov-19.2.pdf:54:deposits from the former estuary, and beneath that is to the River Tees. The bedrock beneath is the Mercia contaminated elements across the site; work is ongoing
1911South-Tees-Master-Plan-Nov-19.2.pdf:54:ongoing prior to discharge to the River Tees. The the removal of coal tar, ammonia, phenol, naphthalene,
1911South-Tees-Master-Plan-Nov-19.2.pdf:56:form part of the Teesmouth and Cleveland Coast SPA, on the River Tees. There is the potential for otter using are species of principal importance in England.
1911South-Tees-Master-Plan-Nov-19.2.pdf:60:including those to the north of the River Tees, which
1911South-Tees-Master-Plan-Nov-19.2.pdf:156:overflow discharge into the River Tees. The stormwater of the NW facility, resulting in higher effluent water
MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1141-MLA.2020.00506.2 SBQ MLV2 FIR 19 Response.pdf:2: environment of development works in the River Tees. An overview or timeline of the project
MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1141-MLA.2020.00506.2 SBQ MLV2 FIR 19 Response.pdf:5:on the River Tees but are not currently aware of any potential overlaps between planned capital dredging
MLA_2020_00506-20220512_MLA_2020_00506_1_variation_HRA_FINAL.pdf:1:Location of works River Tees, near Middlesbrough. See Annex 1.
PC1084-RHD-SB-EN-NT-EV-1127 MLA.2020.00506.R8 Response to Consultation Comments on Scheme of Monitoring.pdf:5: piling for construction projects on the River Tees, the MMO have
MLA_2020_00506-20221017_MLA_2020_00506_variation 2_HRA_FINAL.pdf:1:Location of works River Tees, near Middlesbrough. See Annex 1.
PC1084-RHD-SB-EN-NT-EV-1127 MLA.2020.00506.R8 Response to Consultation Comments on Scheme of Monitoring.pdf:5: piling for construction projects on the River Tees, the MMO have
20220615 MLA2020005061 L2021003331 Tees South Bank (phase 1) Revised Scheme of Monitoring Review Fisheries advice FINAL.pdf:1:COMMENTS FOR THE SOUTH BANK QUAY PROJECT (PHASE 1) ON THE RIVER TEES BY
20220615 MLA2020005061 L2021003331 Tees South Bank (phase 1) Revised Scheme of Monitoring Review Fisheries advice FINAL.pdf:6:principal importance. Latest EA data 4 and studies undertaken in the River Tees (e.g., Moore &
20220615 MLA2020005061 L2021003331 Tees South Bank (phase 1) Revised Scheme of Monitoring Review Fisheries advice FINAL.pdf:7:Moore, A. & Potter, E.C.E. (2014). Provisional Assessment of the River Tees Barrage Fish Passage. Centre
MLA202000506 and MLA202000507 Draft HRA (2).pdf:26: • Herring gull concentration over the following River Tees will be undertaken to
MLA202000506 and MLA202000507 Draft HRA (2).pdf:30: • Dredging along the axis of the River Tees will be undertaken to ensure sediment plumes are only occurring in half of the river during capital dredging
20210406 MLA202000506 Tees South Bank Phase 1 Request to review interim analysis results SEAL Advice FINAL.pdf:1:RIVER TEES, MIDDLESBOROUGH.
20210115 MLA202000506 South Bank Quay-phase 1 - Fisheries advice MG GE + JPQC.pdf:1: South Quay Project (phase 1) on the River Tees by South Tees Development Corporation and your
20210115 MLA202000506 South Bank Quay-phase 1 - Fisheries advice MG GE + JPQC.pdf:4:Dredging activities in the river Tees
20210115 MLA202000506 South Bank Quay-phase 1 - Fisheries advice MG GE + JPQC.pdf:5: activities proposed within the river Tees I have concerns regarding the potential cumulative impacts
20210115 MLA202000506 South Bank Quay-phase 1 - Fisheries advice MG GE + JPQC.pdf:7: iii. In the context of migratory fish movement up/downstream within the river Tees, the
20210115 MLA202000506 South Bank Quay-phase 1 - Fisheries advice MG GE + JPQC.pdf:9: passing through the bank and into the River Tees and adversely affecting sensitive receptors is
20210115 MLA202000506 South Bank Quay-phase 1 - Fisheries advice MG GE + JPQC.pdf:10: affecting marine receptors in the river Tees therefore, I would expect this project to be included and
20210115 MLA202000506 South Bank Quay-phase 1 - Fisheries advice MG GE + JPQC.pdf:12:Moore, A. & Potter, E.C.E. (2014). Provisional Assessment of the River Tees Barrage Fish Passage.
20220518 MLA202000506 L2021003331Tees South Bank (phase 1) Monitoring Plan Fisheries advice FINAL.pdf:1:SOUTH BANK QUAY PROJECT (PHASE 1) ON THE RIVER TEES BY SOUTH TEES
20220518 MLA202000506 L2021003331Tees South Bank (phase 1) Monitoring Plan Fisheries advice FINAL.pdf:9:take place on the River Tees during this period’
20220518 MLA202000506 L2021003331Tees South Bank (phase 1) Monitoring Plan Fisheries advice FINAL.pdf:10:principal importance. Latest EA data 7 and studies undertaken in the River Tees (e.g., Moore &
20220518 MLA202000506 L2021003331Tees South Bank (phase 1) Monitoring Plan Fisheries advice FINAL.pdf:11:Moore, A. & Potter, E.C.E. (2014). Provisional Assessment of the River Tees Barrage Fish Passage. Centre
20210201 MLA202000506 MLA202000507 Tees South Bank Phases 1 and 2 - EIA Licence Advice Minute - SEAL Advice v2+SJB.pdf:1:RIVER TEES, MIDDLESBOROUGH.
MLA202000506 and MLA202000507 Draft HRA.pdf:25: • Herring gull concentration over the following River Tees will be undertaken to
MLA202000506 and MLA202000507 Draft HRA.pdf:29: • Dredging along the axis of the River Tees will be undertaken to ensure sediment plumes are only occurring in half of the river during capital dredging
20210603 MLA2020005067 Tees South Bank Quay Supplementary Report Review Fisheries advice MG GE + JP.pdf:1:REPORT FOR THE SOUTH BANK QUAY PROJECT ON THE RIVER TEES BY SOUTH TEES
20210615 MLA202000506 MLA202000507 Tees South Bank Phases 1 and 2 - EIA _ SEAL Advice Followup+SJB.pdf:1:TEES SOUTH BANK CORPORATION (TSBC) AT RIVER TEES, MIDDLESBOROUGH.
20210615 MLA202000506 MLA202000507 Tees South Bank Phases 1 and 2 - EIA _ SEAL Advice Followup+SJB.pdf:3: congeners in the River Tees, i.e. BDE138 is either below, or marginally above the LOD in all
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:23: River Tees TRANSITION FLARES
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:23: DEPTH -7.2mCD DEPTH -8.5mCD DEPTH -10.4mCD River Tees
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:23: River Tees TRANSITION FLARES
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:33:and a set of pipe tunnels which cross underneath the River Tees at the downstream end. These constraints
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:54:the River Tees estuary, undertaken over many decades. This work is summarised below in Table 6.5,
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:62:channel deepened to its present depth. The role of the River Tees in supplying fine sediment to the coastal
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:66:Within the River Tees estuary, tidal current measures were recorded along a series of cross-channel
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:67: Figure 6.1 Location of ADCP transects in the River Tees (2005 survey)
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:70:The River Tees has its source about 160km from the sea on Cross Fell in the Pennines and drains a
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:79:using MIKE-21 for the River Tees (Figure 6.25). These conditions were run coincident with a Highest
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:85: Figure 6.29 Maintenance dredging reaches within the River Tees
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:173: the River Tees and the estuary and encourage integrated habitat creation and management;
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:173: • enhance the environmental quality of the River Tees and coastline; and,
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:181:inland river (Mill Stream) within the footprint of the proposed scheme. The tidal River Tees runs immediately
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:181:The River Tees is a WFD water body, known as Tees (waterbody ID: GB510302509900). The overall rating
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:181:The land quality PRA indicates that the land inshore of the River Tees is classified as Flood Zone 1 with a
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:184:of land closest to the River Tees. The objective of the remediation strategy was to mitigate the level of
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:188:a piled quay wall along the river frontage is likely to reduce the connectivity of site soils with the River Tees.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:219: The River Tees is important wildlife corridor and should remain as such Acknowledged and this has been taken into account
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:219: seasonal sensitivities in the area/River Tees. sensitivities, is presented in Section 10.4.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:262:Otters Lutra lutra have been recorded upstream of the proposed scheme footprint and along the River Tees.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:263:footprint. This location is north of the River Tees, and hence disconnected from the proposed scheme.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:309: Extensive dredging activity is planned for this area of the River Tees,
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:324:Underwater noise measurements were recorded in the River Tees, including the area of the proposed capital
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:327:Table 13.11 Predictions of underwater noise levels during percussive piling in the River Tees
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:333:Many of the riverside industrial plants along the 17km stretch of the River Tees have docking and cargo
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:333:facilities and, therefore, the River Tees experiences significant commercial vessel traffic. PDT has
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:350:HER data for the northern bank of the River Tees is maintained by Tees Archaeology. The online terrestrial
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:355:Record of the Historic Environment (NRHE) within the River Tees (Figure 16.4). These are losses which
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:355:used for carrying cargo or passengers within rivers or canals, that sank in River Tees in the fairway in the
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:355:remains within the River Tees. Furthermore, the use of the estuary as a historic shipping, transport and
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:358:and continues to provide an important and unique crossing over the River Tees. Following receipt of the
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:358:views of the surrounding area, in terms of its heritage value, its landmark position across the River Tees,
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:360:indiscernible over and above existing industrial and navigation activities within this area of the River Tees.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:368: the proposed scheme footprint. both sides of the River Tees.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:387:The River Tees and the area of shoreline at the mouth are designated as the Teesmouth and Cleveland
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:387:are other such areas of this habitat within the River Tees. As the mudflats within the estuary are intertidal
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:396:within the River Tees. Given this existing level of vessel activity, it is not anticipated that this increase in
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:399:environmental quality of the River Tees.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:405:viewing area, in close proximity on the south bank of the River Tees, is a popular sightseer destination. This
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:406:at its closest point. The backdrop to the area is industrial development at the mouth of the River Tees. The
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:406:the River Tees and its tributaries, with wide views to distant hills. The large urban conurbation at the mouth
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:407: • East Billingham to Teesmouth (study area west of the River Tees).
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:407:LCA East Billingham to Teesmouth, extends east of the built-up edge of Billingham to the River Tees and
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:408: • Industry dominates the area to the east along the River Tees;
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:408:areas of industrial and brownfield land that adjoin the east side of the River Tees. This is considered further
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:409:Middlesbrough to the River Tees and the boundary with Redcar Flats. The naming of this character area is
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:409: • The tidal nature of the River Tees is of national and international importance to waterfowl;
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:409:either side of the River Tees are relatively uniform. The proposed scheme footprint and its setting is also
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:409: • Estuarine (mouth of the River Tees as a linear strip, approximately 3km northwest of the proposed
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:409:The site comprises a section of the River Tees and adjoining riverbank extending to a distance of
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:409:proposed scheme footprint located in South Bank, an area adjoining the southern bank of the River Tees
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:410:modified landscape alongside the River Tees, historically supporting heavy industrial uses, including steel
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:412:There is a virtual absence of receptor locations on the north bank of the River Tees, opposite the proposed
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:413: • Cargo Fleet River View Park. A small park located on the south bank of the River Tees south
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:414:tracts of land to the south of the River Tees that will be transformed into a world-class, modern and large-
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:417:the industrial River Tees. Similar (albeit smaller) vessels are often moored upstream at Normanby Wharf;
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:419:conurbations and extensive industrial development in the River Tees plain.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:420: function of the River Tees.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:420: of the environmental quality of the River Tees.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:423: • River Tees Catchment Flood Management Plan (CFMP).
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:429:Due to the proposed scheme being partially located within the banks of the tidally influenced River Tees,
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:429:Borehole records indicate that groundwater levels could be linked to tidal levels in the River Tees. This is
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:429:distance from the River Tees and potential connectivity between tidal and groundwater levels, it is
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:430: However, at this location the River Tees is tidally influenced.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:430: watercourse itself. Given the distance from the River Tees
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:430: discharged directly into the River Tees.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:430: of risk is confined to within the banks of the River Tees and
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:433:the proposed scheme footprint lies within the River Tees, which falls within Flood Zones 2 and 3. The small
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:598:Royal HaskoningDHV (2019b). Tidal Stream Atlas – Tees Bay and River Tees. Report to PD Teesport.
MLA_2020_00506-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-34.pdf:17:marine receptors in the river Tees therefore, Cefas would expect this project to be included and further
MLA_2020_00506-22UK1862_SouthBankTees_NRA_Addendum_Issue_01-50.pdf:3:profile of the River Tees.
MLA_2020_00506-22UK1862_SouthBankTees_NRA_Addendum_Issue_01-50.pdf:5:profile of the River Tees.
MLA_2020_00506-22UK1862_SouthBankTees_NRA_Addendum_Issue_01-50.pdf:5:the River Tees and will be completed in two phases:
MLA_2020_00506-Returns-56.pdf:5: dredging will take place on the River Tees during this
MLA_2020_00506-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-25.pdf:17:marine receptors in the river Tees therefore, Cefas would expect this project to be included and further
MLA_2020_00506-PC1084-RHD-EN-SB-ME-EV-1144-MLA.2022.00506.2 South Bank Quay FIR 20 Response.pdf:10:fit within the wider dynamic environment of development works in the River Tees is needed to put the
MLA_2020_00506-PC1084-RHD-EN-SB-ME-EV-1144-MLA.2022.00506.2 South Bank Quay FIR 20 Response.pdf:10:Whilst the Applicant does not have sight of the programme of other capital schemes on the River Tees,
MLA_2020_00506-PC1084-RHD-EN-SB-ME-EV-1144-MLA.2022.00506.2 South Bank Quay FIR 20 Response.pdf:10:River Tees overlap with the capital dredging campaign being undertaken for Phase 1 of the South Bank
MLA_2020_00506-PC1084-RHD-EN-SB-ME-EV-1144-MLA.2022.00506.2 South Bank Quay FIR 20 Response.pdf:11: dredged from River Tees
MLA_2020_00506-PC1084-RHD-SB-DN-SK-C-0014-P02-51.pdf:1: River Tees
MLA_2020_00506-PC1084-RHD-SB-DN-SK-C-0014-P02-51.pdf:1: Bdy (IF REQUIRED) AS REQUESTED BY PD River Tees
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-0001 Technical Note - Hydrodynamic and Sediment Plume Modelling_Final-49.pdf:5:Headland in the north and Redcar in the south; and (iii) includes the whole of the River Tees up to the Tees
MLA_2020_00506-MLA_2020_00506_2_RFI 19_Cefas Comments_MMO requested updates.pdf:6:other work involving dredging activities within the River Tees (such as the Northern Gateway Container Terminal (NGCT), the Anglo-
MLA_2020_00506-MLA_2020_00506_2_RFI 19_Cefas Comments_MMO requested updates.pdf:6:dynamic environment of development works in the River Tees? An overview or timeline of the project alongside other relevant ongoing and
MLA_2020_00506-MLA_2020_00506_2_RFI 19_Cefas Comments_MMO requested updates.pdf:7: the River Tees. An overview or timeline of the project alongside other relevant ongoing and nearby works with dredging elements would
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:3:4.2.2 Updates to River Tees upstream fish counts 29
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:7: 6 - RIVER TEES AT DABHOLME GUT CONFLUENCE
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:33:4.2.2 Updates to River Tees upstream fish counts
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:38: mean Sector 2 (River Tees)
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:38: mean Sector 2 (River Tees)
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:39: mean Sector 2 (River Tees)
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:39:Sector 2 (River Tees)
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:40:Sector 2 (River Tees)
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:202:River Tees. The site is located close to the mouth of the River Tees near Sabic North Tees Refinery,
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:216: on the River Tees. The site is located close to the mouth of the River Tees near Sabic North
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:218: various locations, feed within the River Tees and associated water bodies and within the
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:326: Gray, J.S. (1976). The fauna of the polluted river Tees estuary. Estuarine and Coastal Marine
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:447:tidal River Tees and North Tees Mudflat from July 2020 to March 2021 inclusive. The central
MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1134-L.2021.00333 South Bank Quay Marine Licence Variation Request 2-62.pdf:1:constructing a new quay at South Bank on the River Tees (‘South Bank Quay’). The original marine licence
MLA_2020_00506-MLA_2020_00506_2_Cefas_comments_for_action_RFI_19.pdf:5: wider dynamic environment of development works in the River Tees is needed to put the project
MLA_2020_00506-MLA_2020_00506_2_Cefas_comments_for_action_RFI_19.pdf:5: dredged from River Tees
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:23: River Tees TRANSITION FLARES
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:23: DEPTH -7.2mCD DEPTH -8.5mCD DEPTH -10.4mCD River Tees
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:23: River Tees TRANSITION FLARES
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:33:and a set of pipe tunnels which cross underneath the River Tees at the downstream end. These constraints
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:54:the River Tees estuary, undertaken over many decades. This work is summarised below in Table 6.5,
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:62:channel deepened to its present depth. The role of the River Tees in supplying fine sediment to the coastal
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:66:Within the River Tees estuary, tidal current measures were recorded along a series of cross-channel
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:67: Figure 6.1 Location of ADCP transects in the River Tees (2005 survey)
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:70:The River Tees has its source about 160km from the sea on Cross Fell in the Pennines and drains a
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:79:using MIKE-21 for the River Tees (Figure 6.25). These conditions were run coincident with a Highest
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:85: Figure 6.29 Maintenance dredging reaches within the River Tees
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:173: the River Tees and the estuary and encourage integrated habitat creation and management;
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:173: • enhance the environmental quality of the River Tees and coastline; and,
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:181:inland river (Mill Stream) within the footprint of the proposed scheme. The tidal River Tees runs immediately
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:181:The River Tees is a WFD water body, known as Tees (waterbody ID: GB510302509900). The overall rating
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:181:The land quality PRA indicates that the land inshore of the River Tees is classified as Flood Zone 1 with a
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:184:of land closest to the River Tees. The objective of the remediation strategy was to mitigate the level of
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:188:a piled quay wall along the river frontage is likely to reduce the connectivity of site soils with the River Tees.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:219: The River Tees is important wildlife corridor and should remain as such Acknowledged and this has been taken into account
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:219: seasonal sensitivities in the area/River Tees. sensitivities, is presented in Section 10.4.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:262:Otters Lutra lutra have been recorded upstream of the proposed scheme footprint and along the River Tees.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:263:footprint. This location is north of the River Tees, and hence disconnected from the proposed scheme.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:309: Extensive dredging activity is planned for this area of the River Tees,
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:324:Underwater noise measurements were recorded in the River Tees, including the area of the proposed capital
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:327:Table 13.11 Predictions of underwater noise levels during percussive piling in the River Tees
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:333:Many of the riverside industrial plants along the 17km stretch of the River Tees have docking and cargo
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:333:facilities and, therefore, the River Tees experiences significant commercial vessel traffic. PDT has
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:350:HER data for the northern bank of the River Tees is maintained by Tees Archaeology. The online terrestrial
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:355:Record of the Historic Environment (NRHE) within the River Tees (Figure 16.4). These are losses which
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:355:used for carrying cargo or passengers within rivers or canals, that sank in River Tees in the fairway in the
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:355:remains within the River Tees. Furthermore, the use of the estuary as a historic shipping, transport and
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:358:and continues to provide an important and unique crossing over the River Tees. Following receipt of the
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:358:views of the surrounding area, in terms of its heritage value, its landmark position across the River Tees,
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:360:indiscernible over and above existing industrial and navigation activities within this area of the River Tees.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:368: the proposed scheme footprint. both sides of the River Tees.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:387:The River Tees and the area of shoreline at the mouth are designated as the Teesmouth and Cleveland
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:387:are other such areas of this habitat within the River Tees. As the mudflats within the estuary are intertidal
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:396:within the River Tees. Given this existing level of vessel activity, it is not anticipated that this increase in
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:399:environmental quality of the River Tees.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:405:viewing area, in close proximity on the south bank of the River Tees, is a popular sightseer destination. This
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:406:at its closest point. The backdrop to the area is industrial development at the mouth of the River Tees. The
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:406:the River Tees and its tributaries, with wide views to distant hills. The large urban conurbation at the mouth
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:407: • East Billingham to Teesmouth (study area west of the River Tees).
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:407:LCA East Billingham to Teesmouth, extends east of the built-up edge of Billingham to the River Tees and
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:408: • Industry dominates the area to the east along the River Tees;
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:408:areas of industrial and brownfield land that adjoin the east side of the River Tees. This is considered further
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:409:Middlesbrough to the River Tees and the boundary with Redcar Flats. The naming of this character area is
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:409: • The tidal nature of the River Tees is of national and international importance to waterfowl;
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:409:either side of the River Tees are relatively uniform. The proposed scheme footprint and its setting is also
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:409: • Estuarine (mouth of the River Tees as a linear strip, approximately 3km northwest of the proposed
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:409:The site comprises a section of the River Tees and adjoining riverbank extending to a distance of
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:409:proposed scheme footprint located in South Bank, an area adjoining the southern bank of the River Tees
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:410:modified landscape alongside the River Tees, historically supporting heavy industrial uses, including steel
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:412:There is a virtual absence of receptor locations on the north bank of the River Tees, opposite the proposed
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:413: • Cargo Fleet River View Park. A small park located on the south bank of the River Tees south
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:414:tracts of land to the south of the River Tees that will be transformed into a world-class, modern and large-
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:417:the industrial River Tees. Similar (albeit smaller) vessels are often moored upstream at Normanby Wharf;
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:419:conurbations and extensive industrial development in the River Tees plain.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:420: function of the River Tees.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:420: of the environmental quality of the River Tees.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:423: • River Tees Catchment Flood Management Plan (CFMP).
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:429:Due to the proposed scheme being partially located within the banks of the tidally influenced River Tees,
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:429:Borehole records indicate that groundwater levels could be linked to tidal levels in the River Tees. This is
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:429:distance from the River Tees and potential connectivity between tidal and groundwater levels, it is
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:430: However, at this location the River Tees is tidally influenced.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:430: watercourse itself. Given the distance from the River Tees
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:430: discharged directly into the River Tees.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:430: of risk is confined to within the banks of the River Tees and
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:433:the proposed scheme footprint lies within the River Tees, which falls within Flood Zones 2 and 3. The small
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:598:Royal HaskoningDHV (2019b). Tidal Stream Atlas – Tees Bay and River Tees. Report to PD Teesport.
MLA_2020_00506-Returns-46.pdf:6: dredging will take place on the River Tees during this
MLA_2020_00506-Licence Document (Marine).pdf:10:Site location River Tees, South Bank Wharf - see licence schedule 6.
MLA_2020_00506-Licence Document (Marine).pdf:10:Activity location River Tees, South Bank Wharf - see licence schedule 6.
MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf:18:Environment Agency (2022). River Tees at Tees Barrage – upstream fish counts: Monthly counts of
MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf:26:quays; dredging of the River Tees to provide a berthing pocket, deepened approach
MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf:27:The South Tees Development is located at South Bank Quay, River Tees, displayed
MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf:27:Figure 1: South Bank Quay, River Tees and the disposal site.
MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf:35:Headland in the north and Redcar in the south; and (iii) includes the whole of the River Tees up to the Tees
MLA_2020_00506-Returns.pdf:5: dredging will take place on the River Tees during this
MLA_2020_00506-MLA202000506 and MLA202000507 Final HRA .pdf:25: • Herring gull concentration over the following River Tees will be undertaken to
MLA_2020_00506-MLA202000506 and MLA202000507 Final HRA .pdf:29: • Dredging along the axis of the River Tees will be undertaken to ensure sediment plumes are only occurring in half of the river during capital dredging
MLA_2020_00506-Cefas RFI South Bank Phase 1 & 2-15.pdf:2: comprise works affecting marine receptors in the river Tees therefore,
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:constructing a new quay at South Bank on the River Tees (‘South Bank Quay’). The original marine licence
MLA_2020_00506-Licence Document (Marine)-45.pdf:15: reached that only 1 dredge campaign is taking place at this time. No other dredging will take place on the River Tees
PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf:12:Record of the Historic Environment (NRHE) within the River Tees (Figure 3). These are losses which have
PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf:12:carrying cargo or passengers within rivers or canals, that sank in River Tees in the fairway in the vicinity of
PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf:12:remains within the River Tees. Furthermore, the use of the estuary as a historic shipping, transport and
MLA_2020_00506-Licence Document (Marine)-58.pdf:10:Site location River Tees, South Bank Wharf - see licence schedule 6.
MLA_2020_00506-Licence Document (Marine)-58.pdf:10:Activity location River Tees, South Bank Wharf - see licence schedule 6.
MLA_2020_00506-Licence Document (Marine)-58.pdf:16: reached that only 1 dredge campaign is taking place at this time. No other dredging will take place on the River Tees
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:8: River Tees TRANSITION FLARES
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:8: River Tees
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:8: River Tees TRANSITION FLARES
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:10:and a set of pipe tunnels which cross underneath the River Tees at the downstream end. These constraints
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:16:Many of the riverside industrial plants along the 17km stretch of the River Tees have docking and cargo
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:16:facilities and, therefore, the River Tees experiences significant commercial vessel traffic. PD Teesport
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:14:The site is located on the southern bank of the River Tees, approximately 0.9 kilometres (km) north of South
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:57: • Dredging of the River Tees;
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:58: (e.g. known spawning and nursery grounds or migratory routes) in the area/River Tees (e.g. an appropriate baseline assessment).
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:58: within the River Tees, it will be important to consider migratory fish species.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:75: • Dredging of the River Tees,
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:135:Figure 2.5: Seamless link between triangular and quadrangular mesh of the River Tees 6
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:135:Figure 2.9: ADCP 2005 transect and ADCP 2017 point in the River Tees 9
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:137:(River Tees) 85
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:138:(River Tees) 87
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:138:(30 deg N) (River Tees) 89
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:138:East (30 deg N) (River Tees) 91
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:138:(210 deg N) (River Tees) 93
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:139:Hartlepool Headland in the north and Redcar in the south; and (iii) includes the whole of the River Tees up
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:141:• The software allows for a quadrangular mesh covering the River Tees to be seamlessly linked into the
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:141: River Tees to be incorporated.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:142:River Tees up to the Tees Barrage. The offshore boundary follows the predominant north-south tidal stream
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:142: • Bathymetric Surveys of the Tees approach channel, Tees Dock, Tees Dock Turning Area, River Tees
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:142:• River Tees cross sections (Environment Agency)
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:143: River Tees quadrangular 50 x 50
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:144:Due to the importance of fluvial flows from the River Tees, a quadrangular mesh of the river channel up to
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:146: Figure 2.5: Seamless link between triangular and quadrangular mesh of the River Tees
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:147:The third open boundary is the river flow boundary at the River Tees Barrage, which is based on the time
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:148: in the River Tees for the time period between 22nd to 30th April 2005.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:148:There are three ADCP transect locations in the River Tees that are relevant to this study, namely T9
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:149: Figure 2.9: ADCP 2005 transect and ADCP 2017 point in the River Tees
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:157:River Tees as for the previous Tees Dock study. ADCP data has been recorded along three transects,
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:157:boundary is located upstream the River Tees at the Tees Barrage and uses a constant discharge flow.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:212:the River Tees, so local wind-generated waves would be of more significance at the site. In order to
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:214:mouth and the River Tees. The obtained correlations are:
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:225: Figure 6.14: Locally generated waves for 1 in 1 year return period coming from North (0 deg N) (River Tees)
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:227: Figure 6.16: Locally generated waves for 1 in 100 year return period coming from North (0 deg N) (River Tees)
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:229: Figure 6.18: Locally generated waves for 1 in 1 year return period coming from North-North-East (30 deg N) (River Tees)
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:231: Figure 6.20: Locally generated waves for 1 in 100 year return period coming from North-North-East (30 deg N) (River Tees)
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:233: Figure 6.22: Locally generated waves for 1 in 1 year return period coming from South-South-West (210 deg N) (River Tees)
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:235: coming from South-South-West (210 deg N) (River Tees)
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:251:The site is located on the southern bank of the River Tees. It comprises a linear land parcel, approximately
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:251:groundwater abstractions within 1km of the site boundary. The site is adjacent to the River Tees to the
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:256:The site is located on the southern bank of the River Tees, approximately 0.9 kilometres (km) north of South
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:256:earth stockpile which runs along the road, parallel to the River Tees. It is understood that the earth stockpile
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:256: The River Tees forms the northern site boundary, beyond which on the other side of the river is the former North
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:262:the River Tees.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:262:The River Tees, which is a tidal river, runs adjacent to the site boundary to the north west. The River Tees
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:262:The Groundsure Insight Report (Appendix C) indicates that the area of the site closest to the River Tees is
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:263:1:10,560) the River Tees. mudflats with a network of surface watercourses which
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:263: flow north towards the River Tees.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:263:1857 (OS Map No significant change. The River Tees is labelled as three channels, south,
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:263:1893 (OS Map Eston Wharf and a mooring stage is labelled in The River Tees is now shown as one channel. Beacons
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:264:1894-1899 (OS A travelling crane and railway tracks are shown The river is labelled the River Tees.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:264:Maps 1:2,500 and running parallel to the River Tees along Eston
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:264: more railway tracks have been constructed to ‘River Tees Dockyard’ and has been redeveloped
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:267: opposite site of the River Tees which includes an
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:267:1992 (OS Map No significant change. River Tees dockyard has been redeveloped and is now
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:267:1:10,000) to the southern bank of the River Tees around 250m to
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:271:the River Tees where the historical infilling for land reclamation would have been deepest. Groundwater
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:271:site, 2B2 between the northern boundary of the oil depot and the River Tees and 2B3 was to the eastern
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:271:the Alluvium and CORUS UK interpreted groundwater flow to be to the north towards the River Tees.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:272:encompasses most of the site with the exception of a narrow strip of land closest to the River Tees.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:274: • River Tees (Tees Estuary SSSI; SPA and Ramsar).
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:275: (predominantly the River Tees);
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:276: Medium Low likelihood given their proximity to the River Tees estuary and
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:277: River Tees, Mill
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:277: surface water Medium Likely Moderate Risk into the River Tees, especially during construction
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:277: given their proximity to the River Tees estuary and
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:278: given their proximity to the River Tees estuary and
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:279: River Tees (SSSI), Mill
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:279: surface water Medium Likely Moderate Risk into the River Tees, especially during construction
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:279: Undifferentiated given their proximity to the River Tees estuary and
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:280: of groundwater River Tees, Mill
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:280: of groundwater River Tees, Mill Moderate to
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:281: of groundwater River Tees, Mill
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:282: of groundwater River Tees, Mill
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:283: with contaminants Low Risk River Tees and there is the potential for
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:283: River Tees, Mill
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:285:the bank of the River Tees, an access road running parallel to the river, two building associated with the
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:286: the River Tees. These could be present underlying the site as culverts.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:120:2 Noise levels affecting the River Tees …………………………………………………………………………………. 5
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:121:works that could generate underwater noise in the adjacent River Tees. This has the potential to affect
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:121:The general layout of the site, in reference to the river, is shown in Figure 1-1. The River Tees at this
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:121: Figure 1-1 Overview site plan of South Bank development on the River Tees (NTS)
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:123:be transmitted as underwater noise into the surrounding water to the adjacent River Tees. The piles to
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:124:2 Noise levels affecting the River Tees
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:124:that are typically found in this location on the River Tees.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:124:pile installation is approximately 20 m away from the River Tees. In order for the sound to be transmitted
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:124:to the River Tees, where the sensitive species are present, the energy produced by the piling must be
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:125:the river. Table 2-2 shows conservative noise level predictions across the River Tees, based on Table
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:125: Table 2-2 Predictions of underwater noise levels during percussive piling in the River Tees
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:126:The focus for impacts on underwater receptors in the River Tees is fish, specifically salmon, sea trout,
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:127:It should be noted that this noise level is directly opposite a piling location in the River Tees and will
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:127:the background noise levels that have been found in the River Tees in the South Bank location. This
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:128:quay wall at South Bank on fish (salmon, sea trout, eel, lamprey and smelt) and seals in the River Tees
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:133:South Tees development project to the existing navigation risk profile of the River Tees.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:133:the River Tees, including servicing of the Dogger Bank zone. Once operational, the facility will
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:133:PD Teesport is the Statutory Harbour Authority for the River Tees, with responsibility for vessel traffic
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:136:Figure 17: Navigationally Significant Accidents – Lower River Tees - 01/01/2010 and 01/09/2019 … 28
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:137:Table 6: Indicative Tidal Heights – River Tees Entrance : 14th–20th September 2020 (Admiralty Total
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:139:South Tees development project to the existing navigation risk profile of the River Tees.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:139:a 1,035m long quay on the South Bank of the River Tees and will be completed in two phases:
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:139:The development aims to attract offshore wind business to the River Tees, including servicing of the
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:144:the dredging of a section of the River Tees approach channel and turning area to depths of -11m CD
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:147:PD Teesport is the Statutory Harbour Authority (SHA) for the River Tees, with responsibility for vessel
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:147:traffic management and ensuring safe navigation on the River Tees. Vessel Traffic Service (VTS)
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:147:The River Tees provides lock-free access to deep-water berths. Although there is a tidal influence, tidal
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:148:Table 6: Indicative Tidal Heights – River Tees Entrance: 14th–20th September 2020 (Admiralty Total
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:149:are rare within the River Tees, recreational vessels may be present in small numbers in the vicinity of
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:158:workboat transits are dominant in this section of the River Tees.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:163:undertaken to inform the assessment of the baseline risk profile on the River Tees.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:166: Figure 17: Navigationally Significant Accidents – Lower River Tees - 01/01/2010 and 01/09/2019
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:168:effect upon the River Tees and its stakeholders have been considered which are detailed within Table
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:179:contact accident rates within the River Tees (Section 3.4).
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:299: coloured and draw the eye. The proposed site is barely perceptible with the adjoining River Tees appearing as a thin ‘sliver’, often obscured by intervening
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:301:Distance to site boundary: park obtains most open views of the River Tees to the west, although vegetation restricts the view. Views toward the site are also mostly screened by
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:302: 860m by tall electricity pylons (including the tallest carrying OH cables across the River Tees), tall industrial buildings, a gasometer and Dorman Long Tower and
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:309: the former steel works site and very tall pylons at the River Tees crossing.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:310: 3.2km off by the expanse of the River Tees and reflective waters. The setting of the bridge is industrial, there are large warehouse units on the opposite bank and
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:310: in the surrounding area. Views under the bridge to the east are relatively open in character, across land areas on the north bank of the River Tees. The
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:345:3.3.1 River Tees Catchment Flood Management Plan (CFMP) 9
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:349:area of land on the southern bank of the River Tees which comprises currently unused, brownfield land
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:349:from the River Tees in the 1930/40s and that previous land use at the site includes iron and steel industries.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:350:of the proposed scheme footprint are entirely located on the south bank of the River Tees, a designated
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:350:river mouth, where the River Tees enters the North Sea. The River Tees is a tidally influenced transitional
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:350:Approximately 10.5km upstream of the proposed scheme footprint, the River Tees is controlled by a tidal
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:350:the proposed scheme footprint and discharging into the River Tees.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:350:Channel flows perpendicular to the River Tees in an open channel, before being culverted and draining into
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:350:the River Tees approximately 300m north-east of the proposed scheme footprint via the Lackenby Outfall
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:351:groundwater is linked to tidal levels in the River Tees, with the groundwater levels deepening with distance
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:352:into the River Tees.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:354:River Tees Catchment Flood Management Plan Environment Agency 2009
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:356:3.3.1 River Tees Catchment Flood Management Plan (CFMP)
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:357:Whilst the proposed scheme is located within and on the bank of the River Tees, the primary focus of the
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:358:It is noted that the River Tees rarely directly causes flooding in the borough, with the biggest impact being
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:359:to the proximity to the River Tees.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:360:River Tees, although there are areas of Flood Zones 2 and 3 associated with smaller watercourses across
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:361:water discharges without any impact on flood risk from that surface water body (e.g. the sea or River Tees)
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:364:with the River Tees is identified as tidal/coastal and is covered in Section 4.3. Therefore, the risk of fluvial
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:364:Due to the proposed scheme being partially located within the banks of the tidally influenced River Tees,
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:366:percolation of water from the River Tees through the existing banks into the adjacent ground.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:367:proximity to the River Tees and potential connectivity between tidal and groundwater levels, it is considered
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:368:banks of the River Tees and does not cover the small section of land within the proposed scheme footprint.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:369: The proposed scheme footprint is partially located within the River Tees and
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:369: Fluvial Low the River Tees is tidally influenced. The remaining elements of the
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:369: The proposed scheme is partially located within the River Tees and is
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:369: groundwater level could be linked to tidal levels in the River Tees. Given the
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:369: close proximity to the River Tees and potential connectivity between tidal
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:369: is discharged directly into the River Tees.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:369: the banks of the River Tees and does not cover the small section of land
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:374:adjacent to the channel of the River Tees. The proposed scheme is considered to be ‘Water Compatible’
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:377: estuary. As such, the majority of the proposed scheme footprint falls within the River Tees channel.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:379:Subject: 176607. 200705/CLW08 EA Product 5 and 8 data request - River Tees South Bank
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:379:Enquiry regarding Product 5 and 8 data request ‐ River Tees South Bank
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:3:4.2.2 Updates to River Tees upstream fish counts 29
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:7: 6 - RIVER TEES AT DABHOLME GUT CONFLUENCE
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:33:4.2.2 Updates to River Tees upstream fish counts
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:38: mean Sector 2 (River Tees)
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:38: mean Sector 2 (River Tees)
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:39: mean Sector 2 (River Tees)
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:39:Sector 2 (River Tees)
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:40:Sector 2 (River Tees)
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:202:River Tees. The site is located close to the mouth of the River Tees near Sabic North Tees Refinery,
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:216: on the River Tees. The site is located close to the mouth of the River Tees near Sabic North
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:218: various locations, feed within the River Tees and associated water bodies and within the
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:326: Gray, J.S. (1976). The fauna of the polluted river Tees estuary. Estuarine and Coastal Marine
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:447:tidal River Tees and North Tees Mudflat from July 2020 to March 2021 inclusive. The central
MLA_2020_00506-MMO VARIATION OBJECTION_S_Rennie.pdf:1:new quay at South Bank on the River Tees (South Bank
R-2021-0830-CD-63262 - Teesworks Environment and Biodiversity Strategy May 2022.PDF:19: watercourses on-site and a relocated outfall to the River Tees. Any proposals regarding the
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-ZZ-RP-C-0006-S4-P01-Asset_Maintenance_Plan.pdf:5: mouth of the River Tees. The site is formed on land reclaimed from the estuary in the early
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-ZZ-RP-C-0006-S4-P01-Asset_Maintenance_Plan.pdf:5: industries. The site is bound to the north by the tidal River Tees, east and west by Teesport
R-2022-0816-FFM-Steel House PandR Cover Letter(1).pdf:6:the River Tees and the estuary and encourage integrated habitat creation and management.
R-2022-0816-FFM-220831_ HRA for Steel House Park and Ride_INCA_RevA (002).pdf:6:Marske-by-the Sea in the south and includes the River Tees up to the Tees Barrage. The seaward
R-2022-0816-FFM-220831_ HRA for Steel House Park and Ride_INCA_RevA (002).pdf:8: application site is Unit 7 River Tees for which there is currently ‘no identified condition threat’
R-2022-0816-FFM-220831_ HRA for Steel House Park and Ride_INCA_RevA (002).pdf:8: according to Natural England. Common Terns use these reaches of the tidal River Tees for foraging in
R-2022-0816-FFM-220831_ HRA for Steel House Park and Ride_INCA_RevA (002).pdf:9: River Tees catchment via accommodation which would create sewage, requiring disposal.
R-2022-0816-FFM-INCA2022-42 EcIA Steel House Park and Ride.pdf:6:Marske-by-the Sea in the south and includes the River Tees up to the Tees Barrage resulting in a
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:11:Given the coastal location of the site adjacent to the River Tees, groundwater is present at shallow
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:11:the River Tees.
R-2021-0754-FFM-Flood Risk Assessment and Drainage Strategy.pdf:5: Road to the west. The River Tees is located approximately 600m to the northwest.
R-2021-0754-FFM-Flood Risk Assessment and Drainage Strategy.pdf:7: 3.2.1. The River Tees is located approximately 600m to the northwest of the proposed New
R-2021-0754-FFM-Flood Risk Assessment and Drainage Strategy.pdf:8: discharged via a surface water drainage network into either the River Tees or the NWL
R-2021-0754-FFM-Flood Risk Assessment and Drainage Strategy.pdf:11: the South Bank development, prior to discharge into the River Tees.
R-2021-0754-FFM-Flood Risk Assessment and Drainage Strategy.pdf:20: River Tees
R-2021-0754-FFM-63455 01 LM Wind Access Road - Cover Letter 18.08.21.pdf:1:The application site is located to the east of Smith’s Dock Road, on the southern bank of the River Tees. The
R-2021-0754-FFM-63455 01 LM Wind Access Road - Cover Letter 18.08.21.pdf:4:development, prior to discharge into the River Tees.
R-2021-0754-FFM-South Industrial Zone Supplementary Environmental Statement September 2020 Volume 3 Technical Appendices Section 3 Transport.PDF:42: north by the River Tees, to the east by the A171 Cargo Feet Lane corridor, to the south by
R-2021-0754-FFM-South Industrial Zone Supplementary Environmental Statement September 2020 Volume 3 Technical Appendices Section 3 Transport.PDF:42: Middlesbrough bounded by the River Tees to the north and Borough Road and
R-2021-0754-FFM-South Industrial Zone Supplementary Environmental Statement September 2020 Volume 3 Technical Appendices Section 3 Transport.PDF:56: bank of the River Tees, approximately 7.0km to the west of Redcar town centre and 4.5km
R-2021-0754-FFM-South Industrial Zone Supplementary Environmental Statement September 2020 Volume 3 Technical Appendices Section 3 Transport.PDF:56: The site is bordered by the River Tees to the north, Smith’s Dock Road to the west, local
R-2021-0754-FFM-South Industrial Zone Supplementary Environmental Statement September 2020 Volume 3 Technical Appendices Section 3 Transport.PDF:64: Middlesbrough bounded by the River Tees to the north and Borough Road and
R-2021-0754-FFM-South Industrial Zone Supplementary Environmental Statement September 2020 Volume 3 Technical Appendices Section 3 Transport.PDF:1194: • Is located on the south bank of the River Tees, approximately 7km to the west of Redcar town
Environmental Statement, Chapter G Water Management and Flooding Section 7 Residual effects.pdf:1:G7.3 For the River Tees surface water body, which is of very high sensitivity, the minor magnitude of
TW-SIZ-XX-JBAU-SB-H8-FN-Z-0001-S4-P01-Scope_of_Works_under_MMO_jurisdiction.pdf:1: the tidal River Tees (Figure 1). The South Bank channel and associated culverts have
TW-SIZ-XX-JBAU-SB-H8-FN-Z-0001-S4-P01-Scope_of_Works_under_MMO_jurisdiction.pdf:2: away from the sensitive River Tees. The outfall dissipates flows, reducing the energy
Environmental Statement, Chapter G Water Management and Flooding Section 2 Policy Context(2).pdf:3: River Tees Catchment Flood Management Plan (EA, 2009).
Environmental Statement, Chapter G Water Management and Flooding Section 2 Policy Context.pdf:3: River Tees Catchment Flood Management Plan (EA, 2009).
Tees Works methodology.pdf:2: River Tees
Tees Works methodology.pdf:3: River Tees
Tees Works methodology.pdf:4: River Tees surface water
Tees Works methodology.pdf:5: River Tees
Tees Works methodology.pdf:6: River Tees
Tees Works methodology.pdf:7: River Tees
Tees Works methodology.pdf:8: River Tees
Tees Works methodology.pdf:9:River Tees Original Mean High Indicative
Environmental Statement, Chapter H Ground Conditions and Remediation Section 6 Mitigation.pdf:4: effect on the receiving watercourse (River Tees) and the underlying groundwater. The surface
Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:2:River Tees estuary Increased risk of No works are planned to the The development will incorporate a Water
Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:2:River Tees estuary, Increased runoff to The timing of excavation and re- The potential effects of the scheme will
CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:17: the banks of River Tees estuary, 5km to the west of Redcar (Figure 3-1). The site
CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:17: The site lies within the catchment of the River Tees that lies adjacent to the northern
CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:17: boundary of the site. Parts of the site are within sub-catchments of the River Tees:
CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:18: dimension which conveys flows below Teesport to an outfall on the River Tees.
CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:18: The site is located within the tidal range of the River Tees, with the tidal limit
CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:62: banks of River Tees estuary, 5km to the west of Redcar (Figure A-1).
CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:66: The SPA is adjacent to the northern boundary of the site, covering the River Tees.
CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:66: areas of the River Tees. The site qualifies under criterion 5 as it is regularly used
CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:66: River Tees. The following features are supported by the wider mosaic of coastal and
CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:67: the River Tees with a confluence 2km upstream from the western site boundary in
CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:67: Dabholm Cut, another tributary to the River Tees with a confluence 2km
CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:72: connectivity with the watercourses to the River Tees, there is potential for the SPA,
CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:78: The site lies within the catchment of the River Tees that lies adjacent to the northern
CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:78: boundary of the site. Parts of the site are within sub-catchments of the River Tees:
CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:78: boundary. The site is located within the tidal range of the River Tees, with the tidal limit
TW-SIZ-XX-JBAU-SB-00-RP-EN-0011-S4-P01-HRA.pdf:5: the River Tees as part of a Marine Licence application to the Marine Management
TW-SIZ-XX-JBAU-SB-00-RP-EN-0011-S4-P01-HRA.pdf:8: river Tees, as part of the wider works across the brownfield site. South Bank is a highly
TW-SIZ-XX-JBAU-SB-00-RP-EN-0011-S4-P01-HRA.pdf:8: located at Quay on the flood bank to the river Tees in between two current outfalls, the
TW-SIZ-XX-JBAU-SB-00-RP-EN-0011-S4-P01-HRA.pdf:8: tidal area is to set back the hard outfall inland away from the sensitive River Tees. The
TW-SIZ-XX-JBAU-SB-00-RP-EN-0011-S4-P01-HRA.pdf:24: entering the River Tees. The
TW-SIZ-XX-JBAU-SB-00-RP-EN-0011-S4-P01-HRA.pdf:25: utilising the River Tees in proximity
MLA_2022_00248-APPLICATION-FORM.pdf:8:The proposed works are located along the estuarine banks of the River Tees, designated
MLA_2022_00248-APPLICATION-FORM.pdf:12:An approx. 60m section of estuarine bank on the south bank of the River Tees will be
MLA_2022_00248-APPLICATION-FORM.pdf:12:connect with the tidal River Tees, creating an intertidal channel. The proposals aim to
MLA_2022_00248-APPLICATION-FORM.pdf:13:suspension of silt into the tidal River Tees. All excavated material will be disposed at the
MLA_2022_00248-APPLICATION-FORM.pdf:13:contaminated land, will be directed away from the River Tees.
MLA_2022_00248-APPLICATION-FORM.pdf:14:development and River Tees dredging activities. There may be residual risk of sediment
MLA_2022_00248-APPLICATION-FORM.pdf:16:Works are on the edge of the marine environment on the bank of the River Tees. Works
MLA_2022_00248-APPLICATION-FORM.pdf:17:to the River Tees. Culverts upstream from the embankment reprofiling have been
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:10:by the River Tees (albeit stepped back from the wharf by approximately 370m).
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:13:process. As such, the River Tees is likely in continuity with water within both the Made Ground and the
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:13:to be in direct continuity with the River Tees however interaction cannot be ruled out without data on
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:13:The closest surface water feature to the site is the River Tees approximately 400m beyond the northern
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:14: conservative dilution assessment undertaken in the risk assessment, the risk to the River Tees
R-2021-0422-CD-ApplicationFormRedacted.pdf:1:•North West by the River Tees;
R-2022-0231-FF-OFFICER REPORT.pdf:3:and various commercial uses including the River Tees to the north. The
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:22:the site was considered to be the River Tees. The Teesmouth and Cleveland Estuary itself is a designated
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:22:• Controlled Surface Waters: horizontal migration of contaminated groundwater to the River Tees.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:23:River Tees does not seem to be occurring. As such, the DQRA concluded that the wider South Bank area,
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:78:networks and existing structures. The River Tees runs past the northwest of the site.
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:8: • A DQRA for controlled waters identified the river Tees as the principal receptor, given the
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:9:Controlled waters are present in proximity to the site, with the river Tees effectively forming the
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:9:northern site boundary. The river Tees is tidally influenced at this location, directly linking to the
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:9:contaminants do not pose a significant risk to the River Tees, which is concluded to be the primary
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:12: River Tees Unlikely Medium Very low
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:12: towards the River tees
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:15: RIVER TEES Out side welding zone
R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf:31: occurs along the River Tees and represents 1.7% of the lower end of the
R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf:34: from the scheme covers the River Tees, parts of Seal Sands, North Gare
R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf:36: exceed 1% of the relevant critical level are along the River Tees (west of Seal
R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf:36: habitat along this stretch of the River Tees is limited, with the majority of the
R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf:36: exceed 1% of the relevant critical level are along the River Tees (west of Seal
R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf:36: habitat along this stretch of the River Tees is limited, with the majority of the
R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf:37: deposition contour covers the Tees Dock, the River Tees and the mudflats
R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf:40: River Tees.
R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf:40:7.40 HGVs associated with the operation of the ERF will not cross the River Tees
R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf:40: interest features of the SPA/Ramsar north of the River Tees.
R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf:41: the interest features of the SPA/Ramsar south of the River Tees. A narrow
R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf:45: A178 north of the River Tees. This is because the route across the River Tees
R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf:45: for in-combination effects from HGV traffic north of the River Tees. Traffic
R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf:51: the River Tees in the area directly around the Conoco Phillips Oil Refinery
R-2023-0246-RMM-TV_ERF_Interim_Travel_Plan.pdf:9: the creation of a world class industrial park on the River Tees and is located north of Grangetown,
R-2023-0246-RMM-TV_ERF_Interim_Travel_Plan.pdf:15: Birchington Avenue and follows a short stretch of the A66. It crosses the River Tees into Portrack and
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_2of2.pdf:2: VP9: River Tees Viewpoint
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_2of2.pdf:3: VP9: River Tees Viewpoint
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_2of2.pdf:4: VP9: River Tees Viewpoint
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_2of2.pdf:5: (2 VP9: River Tees Viewpoint
R-2023-0246-RMM-428219 - R_2023_0246_RMM Reserved matters for R20190767OOM Construction of an energy recovery facility at Grangetown Prairie, Land East of John Boyle Road - Further Informat.pdf:2: The Teesmouth & Cleveland Coast SPA and Ramsar site includes areas of the River Tees
R-2023-0246-RMM-428219 - R_2023_0246_RMM Reserved matters for R20190767OOM Construction of an energy recovery facility at Grangetown Prairie, Land East of John Boyle Road - Further Informat.pdf:2: entering the catchment of the River Tees upstream of the SPA and Ramsar site (i.e. they are
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:51: • The potential impact to the River Tees Estuary is considered to be negligible
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:51: River Tees and other surface water receptors.
R-2023-0246-RMM-TV_ERF_Planning_Supporting_Statement.pdf:12: 1.2km from the River Tees to the north, and around 6.5km to the north east of
R-2023-0246-RMM-TV_ERF_Air_Quality_Emissions_Modelling_Report.pdf:11: the River Tees to the north, around 6.5 km to the north-east of Middlesbrough and 5 km south-
R-2023-0246-RMM-TV_ERF_Air_Quality_Emissions_Modelling_Report.pdf:52: mouth of the River Tees, with industrial and shipping sources contributing). As the maximum
R-2023-0246-RMM-TV_ERF_Transport_Statement.pdf:14: Birchington Avenue and follows a short stretch of the A66. It crosses the River Tees into Portrack and
R-2023-0246-RMM-TV_ERF_Transport_Statement.pdf:17: the creation of a world class industrial park on the River Tees and is located north of Grangetown,
R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:14: the site and the River Tees is
R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:21: located to the north of the site and the River Tees is located 1.4 km to the northwest of the site at its closest point,
R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:28:water environment. The River Tees is important wildlife corridor and should
R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:9: open watercourse 500 m southeast. Both watercourses flow north into the River Tees which is
R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:9: situated approximately 1.4 km northwest of the site. The River Tees flows in a north-easterly
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:39: Billingham Beck, Normanby Beck, Ormesby Beck, Old River Tees Beck, the
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:45:connected to the Lackenby Channel which flows directly into the River Tees and
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:51:Wife Beck which are hydrologically connected to the River Tees, and thus the
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:54: number of locations entering the River Tees at the same time.
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:83:the Teesmouth NNR through connection of Holme Becks to the River Tees,
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:108:to be hydrologically connected to the River Tees. Due to the potential for an
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:119:therefore the River Tees, and to ensure legal compliance with respect to nesting
R-2022-0354-CD-Archaeological Recording WSI.pdf:4: marks the south-eastern boundary of the Site and the River Tees lies to the northwest.
R-2022-0354-CD-ApplicationFormRedacted.pdf:2: - North West by the River Tees;
R-2020-0302-PND-South Bank Wharf Minor Buildings Demolition V1.0.pdf:4:The work site, South Bank Site (SBS) is located between the River Tees and the Darlington
R-2021-0832-CD-63262 - Teesworks Environment and Biodiversity Strategy May 2022.PDF:19: watercourses on-site and a relocated outfall to the River Tees. Any proposals regarding the
R-2020-0685-ESM-Appendix 12_Representative viewpoint analysis tables.pdf:1: coloured and draw the eye. The proposed site is barely perceptible with the adjoining River Tees appearing as a thin ‘sliver’, often obscured by intervening
R-2020-0685-ESM-Appendix 12_Representative viewpoint analysis tables.pdf:3:Distance to site boundary: park obtains most open views of the River Tees to the west, although vegetation restricts the view. Views toward the site are also mostly screened by
R-2020-0685-ESM-Appendix 12_Representative viewpoint analysis tables.pdf:4: 860m by tall electricity pylons (including the tallest carrying OH cables across the River Tees), tall industrial buildings, a gasometer and Dorman Long Tower and
R-2020-0685-ESM-Appendix 12_Representative viewpoint analysis tables.pdf:11: the former steel works site and very tall pylons at the River Tees crossing.
R-2020-0685-ESM-Appendix 12_Representative viewpoint analysis tables.pdf:12: 3.2km off by the expanse of the River Tees and reflective waters. The setting of the bridge is industrial, there are large warehouse units on the opposite bank and
R-2020-0685-ESM-Appendix 12_Representative viewpoint analysis tables.pdf:12: in the surrounding area. Views under the bridge to the east are relatively open in character, across land areas on the north bank of the River Tees. The
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf:7: the proposed scheme footprint. both sides of the River Tees.
R-2020-0685-ESM-PC1084-RHD-SB-EN-DR-EV-1113 - DREDGING PLAN.pdf:1: River Tees TRANSITION FLARES
R-2020-0685-ESM-PC1084-RHD-SB-EN-DR-EV-1113 - DREDGING PLAN.pdf:1: River Tees
R-2020-0685-ESM-PC1084-RHD-SB-EN-DR-EV-1113 - DREDGING PLAN.pdf:1: River Tees TRANSITION FLARES
R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:8: River Tees TRANSITION FLARES
R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:8: River Tees
R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:8: River Tees TRANSITION FLARES
R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:10:and a set of pipe tunnels which cross underneath the River Tees at the downstream end. These constraints
R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:16:Many of the riverside industrial plants along the 17km stretch of the River Tees have docking and cargo
R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:16:facilities and, therefore, the River Tees experiences significant commercial vessel traffic. PD Teesport
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:2:2 Noise levels affecting the River Tees …………………………………………………………………………………. 5
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:3:works that could generate underwater noise in the adjacent River Tees. This has the potential to affect
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:3:The general layout of the site, in reference to the river, is shown in Figure 1-1. The River Tees at this
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:3: Figure 1-1 Overview site plan of South Bank development on the River Tees (NTS)
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:5:be transmitted as underwater noise into the surrounding water to the adjacent River Tees. The piles to
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:6:2 Noise levels affecting the River Tees
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:6:that are typically found in this location on the River Tees.
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:6:pile installation is approximately 20 m away from the River Tees. In order for the sound to be transmitted
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:6:to the River Tees, where the sensitive species are present, the energy produced by the piling must be
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:7:the river. Table 2-2 shows conservative noise level predictions across the River Tees, based on Table
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:7: Table 2-2 Predictions of underwater noise levels during percussive piling in the River Tees
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:8:The focus for impacts on underwater receptors in the River Tees is fish, specifically salmon, sea trout,
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:9:It should be noted that this noise level is directly opposite a piling location in the River Tees and will
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:9:the background noise levels that have been found in the River Tees in the South Bank location. This
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:10:quay wall at South Bank on fish (salmon, sea trout, eel, lamprey and smelt) and seals in the River Tees
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:3:environmental quality of the River Tees.
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:9:viewing area, in close proximity on the south bank of the River Tees, is a popular sightseer destination. This
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:10:at its closest point. The backdrop to the area is industrial development at the mouth of the River Tees. The
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:10:the River Tees and its tributaries, with wide views to distant hills. The large urban conurbation at the mouth
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:11: • East Billingham to Teesmouth (study area west of the River Tees).
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:11:LCA East Billingham to Teesmouth, extends east of the built-up edge of Billingham to the River Tees and
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:12: • Industry dominates the area to the east along the River Tees;
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:12:areas of industrial and brownfield land that adjoin the east side of the River Tees. This is considered further
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:13:Middlesbrough to the River Tees and the boundary with Redcar Flats. The naming of this character area is
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:13: • The tidal nature of the River Tees is of national and international importance to waterfowl;
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:13:either side of the River Tees are relatively uniform. The proposed scheme footprint and its setting is also
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:13: • Estuarine (mouth of the River Tees as a linear strip, approximately 3km northwest of the proposed
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:13:The site comprises a section of the River Tees and adjoining riverbank extending to a distance of
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:13:proposed scheme footprint located in South Bank, an area adjoining the southern bank of the River Tees
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:14:modified landscape alongside the River Tees, historically supporting heavy industrial uses, including steel
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:16:There is a virtual absence of receptor locations on the north bank of the River Tees, opposite the proposed
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:17: • Cargo Fleet River View Park. A small park located on the south bank of the River Tees south
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:18:tracts of land to the south of the River Tees that will be transformed into a world-class, modern and large-
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:21:the industrial River Tees. Similar (albeit smaller) vessels are often moored upstream at Normanby Wharf;
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:23:conurbations and extensive industrial development in the River Tees plain.
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:24: function of the River Tees.
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:24: of the environmental quality of the River Tees.
R-2020-0685-ESM-Response from applicant.PDF:2:existing navigation risk profile of the River Tees. The NRA was undertaken in accordance with the
R-2020-0685-ESM-Response from applicant.PDF:2:vessels and informed by existing reported contact accident rates within the River Tees. On this basis the
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_14. Commercial and recreational navigation.pdf:2:Many of the riverside industrial plants along the 17km stretch of the River Tees have docking and cargo
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_14. Commercial and recreational navigation.pdf:2:facilities and, therefore, the River Tees experiences significant commercial vessel traffic. PDT has
R-2020-0685-ESM-OFFICER REPORT.pdf:51:stretch of the River Tees have a variety of docking and cargo facilities. As a
R-2020-0685-ESM-OFFICER REPORT.pdf:52:result of these the River Tees experiences significant commercial traffic with
R-2020-0685-ESM-OFFICER REPORT.pdf:52:profile of the River Tees. Within the NRA are a number of embedded
R-2020-0685-ESM-OFFICER REPORT.pdf:58:HER data has also been sought for the north bank of the River Tees. There
R-2020-0685-ESM-OFFICER REPORT.pdf:68:made to the vessel movements within the River Tees in 2019, when there
R-2020-0685-ESM-OFFICER REPORT.pdf:76:contained within the banks of the River Tees. The small area of land-based
R-2020-0685-ESM-OFFICER REPORT.pdf:76:levels could be linked to tidal levels in the River Tees. This is considered
R-2020-0685-ESM-OFFICER REPORT.pdf:82:located in Middlesbrough but also along the banks of the River Tees in both
R-2020-0685-ESM-61586 Quay Design and Access Statement November 2020.PDF:3: immediately adjacent to the River Tees and includes the area of river up to Mean Low Water(
R-2020-0685-ESM-61586 Quay Design and Access Statement November 2020.PDF:7: on the River Tees. It has been estimated that up to 390 offshore wind vessel calls would take
R-2020-0685-ESM-61586 Quay Design and Access Statement November 2020.PDF:8: Access – Primarily via River Tees with links to internal road network being developed on
R-2020-0685-ESM-EIA_Scoping_Response_EIA201900017_FINAL.pdf:2:quays; dredging of the River Tees to provide a berthing pocket, deepned approach
R-2020-0685-ESM-EIA_Scoping_Response_EIA201900017_FINAL.pdf:2: bank of the River Tees, which is displayed in Figure 1 and 2 below.
R-2020-0685-ESM-EIA_Scoping_Response_EIA201900017_FINAL.pdf:2:south bank of the River Tees.
R-2020-0685-ESM-EIA_Scoping_Response_EIA201900017_FINAL.pdf:3:bank of the River Tees.
R-2020-0685-ESM-EIA_Scoping_Response_EIA201900017_FINAL.pdf:7:The River Tees has been subjected to dredging in the recent past, meaning that the
R-2020-0685-ESM-EIA_Scoping_Response_EIA201900017_FINAL.pdf:9: Dredging of the River Tees;
R-2020-0685-ESM-EIA_Scoping_Response_EIA201900017_FINAL.pdf:10:The River Tees is important wildlife corridor and should remain as such and be
R-2020-0685-ESM-EIA_Scoping_Response_EIA201900017_FINAL.pdf:12:spawning and nursery grounds or migratory routes) in the area/River Tees (e.g. an
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:5: the River Tees and the estuary and encourage integrated habitat creation and management;
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:5: • enhance the environmental quality of the River Tees and coastline; and,
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:13:inland river (Mill Stream) within the footprint of the proposed scheme. The tidal River Tees runs immediately
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:13:The River Tees is a WFD water body, known as Tees (waterbody ID: GB510302509900). The overall rating
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:13:The land quality PRA indicates that the land inshore of the River Tees is classified as Flood Zone 1 with a
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:16:of land closest to the River Tees. The objective of the remediation strategy was to mitigate the level of
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:20:a piled quay wall along the river frontage is likely to reduce the connectivity of site soils with the River Tees.
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:5:Figure 2.5: Seamless link between triangular and quadrangular mesh of the River Tees 6
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:5:Figure 2.9: ADCP 2005 transect and ADCP 2017 point in the River Tees 9
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:7:(River Tees) 85
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:8:(River Tees) 87
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:8:(30 deg N) (River Tees) 89
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:8:East (30 deg N) (River Tees) 91
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:8:(210 deg N) (River Tees) 93
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:9:Hartlepool Headland in the north and Redcar in the south; and (iii) includes the whole of the River Tees up
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:11:• The software allows for a quadrangular mesh covering the River Tees to be seamlessly linked into the
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:11: River Tees to be incorporated.
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:12:River Tees up to the Tees Barrage. The offshore boundary follows the predominant north-south tidal stream
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:12: • Bathymetric Surveys of the Tees approach channel, Tees Dock, Tees Dock Turning Area, River Tees
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:12:• River Tees cross sections (Environment Agency)
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:13: River Tees quadrangular 50 x 50
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:14:Due to the importance of fluvial flows from the River Tees, a quadrangular mesh of the river channel up to
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:16: Figure 2.5: Seamless link between triangular and quadrangular mesh of the River Tees
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:17:The third open boundary is the river flow boundary at the River Tees Barrage, which is based on the time
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:18: in the River Tees for the time period between 22nd to 30th April 2005.
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:18:There are three ADCP transect locations in the River Tees that are relevant to this study, namely T9
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:19: Figure 2.9: ADCP 2005 transect and ADCP 2017 point in the River Tees
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:27:River Tees as for the previous Tees Dock study. ADCP data has been recorded along three transects,
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:27:boundary is located upstream the River Tees at the Tees Barrage and uses a constant discharge flow.
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:82:the River Tees, so local wind-generated waves would be of more significance at the site. In order to
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:84:mouth and the River Tees. The obtained correlations are:
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:95: Figure 6.14: Locally generated waves for 1 in 1 year return period coming from North (0 deg N) (River Tees)
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:97: Figure 6.16: Locally generated waves for 1 in 100 year return period coming from North (0 deg N) (River Tees)
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:99: Figure 6.18: Locally generated waves for 1 in 1 year return period coming from North-North-East (30 deg N) (River Tees)
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:101: Figure 6.20: Locally generated waves for 1 in 100 year return period coming from North-North-East (30 deg N) (River Tees)
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:103: Figure 6.22: Locally generated waves for 1 in 1 year return period coming from South-South-West (210 deg N) (River Tees)
R-2020-0685-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:105: coming from South-South-West (210 deg N) (River Tees)
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:3: • River Tees Catchment Flood Management Plan (CFMP).
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:9:Due to the proposed scheme being partially located within the banks of the tidally influenced River Tees,
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:9:Borehole records indicate that groundwater levels could be linked to tidal levels in the River Tees. This is
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:9:distance from the River Tees and potential connectivity between tidal and groundwater levels, it is
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:10: However, at this location the River Tees is tidally influenced.
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:10: watercourse itself. Given the distance from the River Tees
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:10: discharged directly into the River Tees.
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:10: of risk is confined to within the banks of the River Tees and
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:13:the proposed scheme footprint lies within the River Tees, which falls within Flood Zones 2 and 3. The small
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:13:The site is located on the southern bank of the River Tees, approximately 0.9 kilometres (km) north of South
R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf:3:South Tees development project to the existing navigation risk profile of the River Tees.
R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf:3:the River Tees, including servicing of the Dogger Bank zone. Once operational, the facility will
R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf:3:PD Teesport is the Statutory Harbour Authority for the River Tees, with responsibility for vessel traffic
R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf:6:Figure 17: Navigationally Significant Accidents – Lower River Tees - 01/01/2010 and 01/09/2019 … 28
R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf:7:Table 6: Indicative Tidal Heights – River Tees Entrance : 14th–20th September 2020 (Admiralty Total
R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf:9:South Tees development project to the existing navigation risk profile of the River Tees.
R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf:9:a 1,035m long quay on the South Bank of the River Tees and will be completed in two phases:
R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf:9:The development aims to attract offshore wind business to the River Tees, including servicing of the
R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf:14:the dredging of a section of the River Tees approach channel and turning area to depths of -11m CD
R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf:17:PD Teesport is the Statutory Harbour Authority (SHA) for the River Tees, with responsibility for vessel
R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf:17:traffic management and ensuring safe navigation on the River Tees. Vessel Traffic Service (VTS)
R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf:17:The River Tees provides lock-free access to deep-water berths. Although there is a tidal influence, tidal
R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf:18:Table 6: Indicative Tidal Heights – River Tees Entrance: 14th–20th September 2020 (Admiralty Total
R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf:19:are rare within the River Tees, recreational vessels may be present in small numbers in the vicinity of
R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf:28:workboat transits are dominant in this section of the River Tees.
R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf:33:undertaken to inform the assessment of the baseline risk profile on the River Tees.
R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf:36: Figure 17: Navigationally Significant Accidents – Lower River Tees - 01/01/2010 and 01/09/2019
R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf:38:effect upon the River Tees and its stakeholders have been considered which are detailed within Table
R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf:49:contact accident rates within the River Tees (Section 3.4).
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf:4:the River Tees estuary, undertaken over many decades. This work is summarised below in Table 6.5,
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf:12:channel deepened to its present depth. The role of the River Tees in supplying fine sediment to the coastal
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf:16:Within the River Tees estuary, tidal current measures were recorded along a series of cross-channel
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf:17: Figure 6.1 Location of ADCP transects in the River Tees (2005 survey)
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf:20:The River Tees has its source about 160km from the sea on Cross Fell in the Pennines and drains a
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf:29:using MIKE-21 for the River Tees (Figure 6.25). These conditions were run coincident with a Highest
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf:35: Figure 6.29 Maintenance dredging reaches within the River Tees
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:3:3.3.1 River Tees Catchment Flood Management Plan (CFMP) 9
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:7:area of land on the southern bank of the River Tees which comprises currently unused, brownfield land
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:7:from the River Tees in the 1930/40s and that previous land use at the site includes iron and steel industries.
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:8:of the proposed scheme footprint are entirely located on the south bank of the River Tees, a designated
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:8:river mouth, where the River Tees enters the North Sea. The River Tees is a tidally influenced transitional
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:8:Approximately 10.5km upstream of the proposed scheme footprint, the River Tees is controlled by a tidal
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:8:the proposed scheme footprint and discharging into the River Tees.
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:8:Channel flows perpendicular to the River Tees in an open channel, before being culverted and draining into
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:8:the River Tees approximately 300m north-east of the proposed scheme footprint via the Lackenby Outfall
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:9:groundwater is linked to tidal levels in the River Tees, with the groundwater levels deepening with distance
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:10:into the River Tees.
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:12:River Tees Catchment Flood Management Plan Environment Agency 2009
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:14:3.3.1 River Tees Catchment Flood Management Plan (CFMP)
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:15:Whilst the proposed scheme is located within and on the bank of the River Tees, the primary focus of the
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:16:It is noted that the River Tees rarely directly causes flooding in the borough, with the biggest impact being
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:17:to the proximity to the River Tees.
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:18:River Tees, although there are areas of Flood Zones 2 and 3 associated with smaller watercourses across
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:19:water discharges without any impact on flood risk from that surface water body (e.g. the sea or River Tees)
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:22:with the River Tees is identified as tidal/coastal and is covered in Section 4.3. Therefore, the risk of fluvial
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:22:Due to the proposed scheme being partially located within the banks of the tidally influenced River Tees,
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:24:percolation of water from the River Tees through the existing banks into the adjacent ground.
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:25:proximity to the River Tees and potential connectivity between tidal and groundwater levels, it is considered
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:26:banks of the River Tees and does not cover the small section of land within the proposed scheme footprint.
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:27: The proposed scheme footprint is partially located within the River Tees and
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:27: Fluvial Low the River Tees is tidally influenced. The remaining elements of the
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:27: The proposed scheme is partially located within the River Tees and is
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:27: groundwater level could be linked to tidal levels in the River Tees. Given the
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:27: close proximity to the River Tees and potential connectivity between tidal
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:27: is discharged directly into the River Tees.
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:27: the banks of the River Tees and does not cover the small section of land
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:32:adjacent to the channel of the River Tees. The proposed scheme is considered to be ‘Water Compatible’
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:35: estuary. As such, the majority of the proposed scheme footprint falls within the River Tees channel.
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:37:Subject: 176607. 200705/CLW08 EA Product 5 and 8 data request - River Tees South Bank
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:37:Enquiry regarding Product 5 and 8 data request ‐ River Tees South Bank
R-2020-0685-ESM-21 02 05 - Quayside Application.pdf:1: As the Statutory Harbour Authority for the River Tees as well as a landowner which holds a number of
R-2020-0685-ESM-21 02 05 - Quayside Application.pdf:1: River Tees, it is considered necessary for HRO approval to be a pre-commencement condition of any
R-2020-0685-ESM-21 02 05 - Quayside Application.pdf:2:In order to protect all the existing River Tees users from unacceptable levels of disruption and
R-2020-0685-ESM-21 02 05 - Quayside Application.pdf:2:works to ensure that there is no debris or contamination released into the River Tees as a consequence
R-2020-0685-ESM-21 02 05 - Quayside Application.pdf:2:Infrastructure or to discharge into the River Tees, then a Works Licence Application made under the
R-2020-0685-ESM-21 02 05 - Quayside Application.pdf:3:marine energy sector, which could compliment the offer of the River Tees, whereas a general
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_11. Terrestrial ecology.pdf:19:Otters Lutra lutra have been recorded upstream of the proposed scheme footprint and along the River Tees.
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_11. Terrestrial ecology.pdf:20:footprint. This location is north of the River Tees, and hence disconnected from the proposed scheme.
R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf:7:1.14 The current application seeks to provide a new quay on the River Tees, adjacent to the recently
R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf:8: immediately adjacent to the River Tees and includes the area of river up to Mean Low Water
R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf:15: particularly along the River Tees and the estuary and encourage integrated habitat
R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf:15: • enhance the environmental quality of the River Tees and coastline;
R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf:15: Includes Teesport Estate, Teesport Commerce Park and land along the River Tees.
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_18. Air quality.pdf:10:The River Tees and the area of shoreline at the mouth are designated as the Teesmouth and Cleveland
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_18. Air quality.pdf:10:are other such areas of this habitat within the River Tees. As the mudflats within the estuary are intertidal
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_18. Air quality.pdf:19:within the River Tees. Given this existing level of vessel activity, it is not anticipated that this increase in
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_10. Marine mammals.pdf:3: The River Tees is important wildlife corridor and should remain as such Acknowledged and this has been taken into account
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_10. Marine mammals.pdf:3: seasonal sensitivities in the area/River Tees. sensitivities, is presented in Section 10.4.
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:5:The site is located on the southern bank of the River Tees. It comprises a linear land parcel, approximately
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:5:groundwater abstractions within 1km of the site boundary. The site is adjacent to the River Tees to the
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:10:The site is located on the southern bank of the River Tees, approximately 0.9 kilometres (km) north of South
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:10:earth stockpile which runs along the road, parallel to the River Tees. It is understood that the earth stockpile
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:10: The River Tees forms the northern site boundary, beyond which on the other side of the river is the former North
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:16:the River Tees.
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:16:The River Tees, which is a tidal river, runs adjacent to the site boundary to the north west. The River Tees
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:16:The Groundsure Insight Report (Appendix C) indicates that the area of the site closest to the River Tees is
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:17:1:10,560) the River Tees. mudflats with a network of surface watercourses which
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:17: flow north towards the River Tees.
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:17:1857 (OS Map No significant change. The River Tees is labelled as three channels, south,
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:17:1893 (OS Map Eston Wharf and a mooring stage is labelled in The River Tees is now shown as one channel. Beacons
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:18:1894-1899 (OS A travelling crane and railway tracks are shown The river is labelled the River Tees.
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:18:Maps 1:2,500 and running parallel to the River Tees along Eston
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:18: more railway tracks have been constructed to ‘River Tees Dockyard’ and has been redeveloped
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:21: opposite site of the River Tees which includes an
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:21:1992 (OS Map No significant change. River Tees dockyard has been redeveloped and is now
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:21:1:10,000) to the southern bank of the River Tees around 250m to
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:25:the River Tees where the historical infilling for land reclamation would have been deepest. Groundwater
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:25:site, 2B2 between the northern boundary of the oil depot and the River Tees and 2B3 was to the eastern
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:25:the Alluvium and CORUS UK interpreted groundwater flow to be to the north towards the River Tees.
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:26:encompasses most of the site with the exception of a narrow strip of land closest to the River Tees.
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:28: • River Tees (Tees Estuary SSSI; SPA and Ramsar).
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:29: (predominantly the River Tees);
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:30: Medium Low likelihood given their proximity to the River Tees estuary and
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:31: River Tees, Mill
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:31: surface water Medium Likely Moderate Risk into the River Tees, especially during construction
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:31: given their proximity to the River Tees estuary and
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:32: given their proximity to the River Tees estuary and
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:33: River Tees (SSSI), Mill
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:33: surface water Medium Likely Moderate Risk into the River Tees, especially during construction
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:33: Undifferentiated given their proximity to the River Tees estuary and
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:34: of groundwater River Tees, Mill
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:34: of groundwater River Tees, Mill Moderate to
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:35: of groundwater River Tees, Mill
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:36: of groundwater River Tees, Mill
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:37: with contaminants Low Risk River Tees and there is the potential for
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:37: River Tees, Mill
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:39:the bank of the River Tees, an access road running parallel to the river, two building associated with the
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:40: the River Tees. These could be present underlying the site as culverts.
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_30. References.pdf:11:Royal HaskoningDHV (2019b). Tidal Stream Atlas – Tees Bay and River Tees. Report to PD Teesport.
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:9: River Tees TRANSITION FLARES
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:9: DEPTH -7.2mCD DEPTH -8.5mCD DEPTH -10.4mCD River Tees
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:9: River Tees TRANSITION FLARES
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:19:and a set of pipe tunnels which cross underneath the River Tees at the downstream end. These constraints
R-2020-0685-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:7: • Dredging of the River Tees;
R-2020-0685-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:8: (e.g. known spawning and nursery grounds or migratory routes) in the area/River Tees (e.g. an appropriate baseline assessment).
R-2020-0685-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:8: within the River Tees, it will be important to consider migratory fish species.
R-2020-0685-ESM-Appendix 3_Scoping consultation.pdf:2: • Dredging of the River Tees,
R-2020-0685-ESM-RCBC scoping opinion.pdf:2: Dredging of the River Tees
R-2020-0685-ESM-RCBC scoping opinion.pdf:3:The River Tees is important wildlife corridor and should remain as such and be enhanced
R-2020-0685-ESM-RCBC scoping opinion.pdf:4:The river’s edge lie within Flood Zones 2 and 3. The River Tees is a main river and normally,
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:3: Extensive dredging activity is planned for this area of the River Tees,
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:18:Underwater noise measurements were recorded in the River Tees, including the area of the proposed capital
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:21:Table 13.11 Predictions of underwater noise levels during percussive piling in the River Tees
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf:12:HER data for the northern bank of the River Tees is maintained by Tees Archaeology. The online terrestrial
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf:17:Record of the Historic Environment (NRHE) within the River Tees (Figure 16.4). These are losses which
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf:17:used for carrying cargo or passengers within rivers or canals, that sank in River Tees in the fairway in the
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf:17:remains within the River Tees. Furthermore, the use of the estuary as a historic shipping, transport and
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf:20:and continues to provide an important and unique crossing over the River Tees. Following receipt of the
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf:20:views of the surrounding area, in terms of its heritage value, its landmark position across the River Tees,
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf:22:indiscernible over and above existing industrial and navigation activities within this area of the River Tees.
R-2020-0685-ESM-HIGHWAYS ENGLAND.pdf:8:Redcar town centre. The planning application site is situated immediately adjacent to the River Tees. Figure 1
R-2019-0427-FFM-41825-WOOD-XX-XX-TN-WM-0001_S2_P01.3 Soil Stockpiling Outline and Regulatory Regime.PDF:1:the River Tees, in the Borough of Redcar and Cleveland, and includes the former TATA Steel (TATA) /
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:10:3.15 The area is bounded to the north by the River Tees (albeit, the boundary of the site is set back
R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:38: Receiving Water: River Tees
R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:39: Receiving Water: River Tees
R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:71: Point: RIVER TEES Issue No: 100
R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:71: Point: RIVER TEES
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:11:The site is located on the southern bank of the River Tees, covering an area of approximately 286 ha.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:11:The area is approximately 119.5 ha and is irregular in shape. The area is bound to the north by the River Tees
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:13: The south bank of the River Tees runs parallel to within 20m of the northern boundary of the area and is
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:13: several culverts within the wider site entering from the south flowing into the River Tees.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:13: Hydrological The principal surface water feature is the adjacent River Tees. There are no culverts known to cross the area
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:13: shown within the site to the west of the tank farm. A soakaway and a discharge to the River Tees at
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:16: areas. Land was principally constituted of low lying scrub land. In closer proximity to the River Tees to the
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:16: through the area and the surrounding area flowing into the River Tees.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:21: Infrastructure and facilities associated with River Tees Docks to the West of the area in close proximity to the
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:22: Offsite: Further development of the River Tees dockyard to the west of the area in addition to further
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:23: River Tees Dockyard and associated Infrastructure inclusive of docks, wharfs, warehouses (West).
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:25: broad flow direction towards the River Tees. Due to the distribution of boreholes across the site it
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:26: towards the River Tees.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:29: In general, groundwater flow in shallow deposits is anticipated to be towards the River Tees to the north or
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:29: influenced by the presence of surface water features. The main River Tees is also tidally influenced, and there
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:29: Hydrology The River Tees is located to the approximately 1.2km north of the area, and is classified by the EA as a Main
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:29: River. The stretch of the River Tees to the north of the area is tidal. There are other minor surface waters
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:30: Surface waters include the culverted Knitting Wife Beck and the River Tees are likely to be in hydraulic
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:30: Hydrological The surface water sensitivity is low. The area lies in the catchment of the River Tees, which is over 1km away
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:30: south west of the area. The River Tees forms part of the SSSI. The Teesmouth and Cleveland Coast is also
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:30: sensitivity River Tees to the north receives surface water discharge from the area and is designated as a SSSI. However,
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:39: The site is located 750m south east of the Tees dock, and 1.8km south of the River Tees.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:45: There are several culverts within the wider site entering from the south flowing into the River Tees. The River
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:45: sensitivity into the River Tees. Kinkerdale Culvert, which originates to the east of the area branches off and flows under
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:58: In general, groundwater flow in shallow deposits is anticipated to be towards the River Tees to the north or
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:58: influenced by the presence of surface water features. The main River Tees is also tidally influenced, and there is
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:58: Hydrology The River Tees is located approximately 2km to the north of the area, and is classified by the EA as a Main River.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:58: The stretch of the River Tees to the north of the area is tidal. There are other minor surface waters courses
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:58: into the Dabholm Gut; this in turn discharges to the River Tees. The Kinnerdale Beck, Knitting Wife Beck and
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:58: Sands lagoon adjacent to the south bank of the River Tees.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:58: Surface waters including the River Tees are likely to be in hydraulic continuity with shallow groundwater in Made
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:58: sensitivity River Tees. The River Tees is tidally influenced in the stretch downgradient of the area.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:59: Ecology The Teesmouth and Cleveland Coast SSSI is located adjacent to the east of Coatham Marshes, and the River Tees
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:59: sensitivity Coatham Marshes. The River Tees to the north receives surface water discharge from the area and is designated
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:59: large volume of the River Tees receiving water.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:90: groundwater beneath the site and surrounding area from the River Tees estuary, the site presents
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:90: River Tees, the sensitivity of the surface water bodies is considered to be low, therefore the site
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:90: and dispersion would likely occur especially when entering the River Tees. Given the industrial
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:96: to the River Tees.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:5:covers land to the south of the River Tees, in the Borough of Redcar and Cleveland, and includes the former
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:10: watercourses and ultimately the River Tees an Environmental Permit
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:11:The Site is located on the southern bank of the River Tees, covering an area of approximately 286ha in total.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:11:the west and the Knitting Wife Culvert to the east, both of which ultimately discharge into the River Tees via
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:11:runoff from the area would drain to the River Tees via the Cleveland or Lackenby Channels.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:12:ultimately discharge into the River Tees. Due to the local topography, it is anticipated that existing runoff
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:12:from the site would drain to the River Tees via the Cleveland or Lackenby Channels.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:12:watercourse ultimately discharges into the River Tees via the Dabholm Gut
R-2019-0427-FFM-201920 Ecology report final.pdf:5:The Teesmouth National Nature Reserve is located on the north side of the River Tees at Seal Sands
R-2019-0427-FFM-201920 Ecology report final.pdf:23:to Marske-by-the Sea in the south and include the River Tees up to the Tees Barrage resulting in a
R-2019-0427-FFM-201920 Ecology report final.pdf:26:Harbour seals Phoca vitulina (also known as common seal) have lived at the mouth of the River Tees
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:9:The site is located on the southern bank of the River Tees, covering an area of approximately 286 ha.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:9:The area is approximately 119.5 ha and is irregular in shape. The area is bound to the north by the River Tees
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:11: The south bank of the River Tees runs parallel to within 20m of the northern boundary of the area and is
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:11: several culverts within the wider site entering from the south flowing into the River Tees.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:11: Hydrological The principal surface water feature is the adjacent River Tees. There are no culverts known to cross the area
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:11: shown within the site to the west of the tank farm. A soakaway and a discharge to the River Tees at
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:14: areas. Land was principally constituted of low lying scrub land. In closer proximity to the River Tees to the
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:14: through the area and the surrounding area flowing into the River Tees.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:19: Infrastructure and facilities associated with River Tees Docks to the West of the area in close proximity to the
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:20: Offsite: Further development of the River Tees dockyard to the west of the area in addition to further
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:21: River Tees Dockyard and associated Infrastructure inclusive of docks, wharfs, warehouses (West).
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:23: broad flow direction towards the River Tees. Due to the distribution of boreholes across the site it
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:24: towards the River Tees.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:27: In general, groundwater flow in shallow deposits is anticipated to be towards the River Tees to the north or
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:27: influenced by the presence of surface water features. The main River Tees is also tidally influenced, and there
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:27: Hydrology The River Tees is located to the approximately 1.2km north of the area, and is classified by the EA as a Main
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:27: River. The stretch of the River Tees to the north of the area is tidal. There are other minor surface waters
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:28: Surface waters include the culverted Knitting Wife Beck and the River Tees are likely to be in hydraulic
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:28: Hydrological The surface water sensitivity is low. The area lies in the catchment of the River Tees, which is over 1km away
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:28: south west of the area. The River Tees forms part of the SSSI. The Teesmouth and Cleveland Coast is also
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:28: sensitivity River Tees to the north receives surface water discharge from the area and is designated as a SSSI. However,
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:37: The site is located 750m south east of the Tees dock, and 1.8km south of the River Tees.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:43: There are several culverts within the wider site entering from the south flowing into the River Tees. The River
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:43: sensitivity into the River Tees. Kinkerdale Culvert, which originates to the east of the area branches off and flows under
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:56: In general, groundwater flow in shallow deposits is anticipated to be towards the River Tees to the north or
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:56: influenced by the presence of surface water features. The main River Tees is also tidally influenced, and there is
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:56: Hydrology The River Tees is located approximately 2km to the north of the area, and is classified by the EA as a Main River.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:56: The stretch of the River Tees to the north of the area is tidal. There are other minor surface waters courses
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:56: into the Dabholm Gut; this in turn discharges to the River Tees. The Kinnerdale Beck, Knitting Wife Beck and
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:56: Sands lagoon adjacent to the south bank of the River Tees.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:56: Surface waters including the River Tees are likely to be in hydraulic continuity with shallow groundwater in Made
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:56: sensitivity River Tees. The River Tees is tidally influenced in the stretch downgradient of the area.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:57: Ecology The Teesmouth and Cleveland Coast SSSI is located adjacent to the east of Coatham Marshes, and the River Tees
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:57: sensitivity Coatham Marshes. The River Tees to the north receives surface water discharge from the area and is designated
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:57: large volume of the River Tees receiving water.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:88: groundwater beneath the site and surrounding area from the River Tees estuary, the site presents
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:88: River Tees, the sensitivity of the surface water bodies is considered to be low, therefore the site
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:88: and dispersion would likely occur especially when entering the River Tees. Given the industrial
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:94: to the River Tees.
R-2021-0473-ESM-LMW-RYD-00-XX-FN-A-0000-S2-P1_Design_Access_Statement.pdf:1: The site is bound by the River Tees to the North West of the site with two existing access points
R-2021-0473-ESM-LM Wind Reserved Matters Application Form(1).pdf:2:* North West by the River Tees; * North East by Lackenby Channel drainage cut an
R-2021-0473-ESM-LM Wind ES Compliance Statement 26.05.21.pdf:7: River Tees and it has a river frontage. It is located within the STDC area and it lies between land
R-2021-0473-ESM-LM Wind ES Compliance Statement 26.05.21.pdf:7: • North West by the River Tees;
R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:9:Cleveland or along the north bank of the River Tees.
R-2021-0676-FF-Covering Letter 09.07.21.pdf:2:Ground water broadly flows towards the River Tees. Local flow conditions are however complex and possibly
R-2021-0676-FF-ASQUITH R.pdf:4:namely SABIC, MGT and CF Fertilisers based north and south of the River Tees. The
R-2021-0624-NM-ApplicationFormRedacted.pdf:1:-North west by the River Tees;
R-2022-0475-NM-ApplicationFormRedacted.pdf:2: - North West by the River Tees;
R-2021-0166-FFM-Ecological Assessment.pdf:5:Marske-by-the Sea in the south and includes the River Tees up to the Tees Barrage resulting in a
R-2021-0166-FFM-HRA Grangetown Prairie Phase 4.pdf:3:Marske-by-the Sea in the south and includes the River Tees up to the Tees Barrage. The seaward
R-2021-0166-FFM-HRA Grangetown Prairie Phase 4.pdf:4: Cleveland Coast. The closest management unit to the application site is Unit 7, River Tees for which
R-2021-0166-FFM-HRA Grangetown Prairie Phase 4.pdf:4: these reaches of the tidal River Tees for foraging in the summer months, while Redshank and Curlew
R-2021-0166-FFM-HRA Grangetown Prairie Phase 4.pdf:4: numbers of Sandwich Tern and Knot are only occasional passage visitors to the River Tees and North
R-2021-0166-FFM-Phase 4 covering letter.pdf:3:River Tees and the estuary and encourage integrated habitat creation and management.
R-2022-0494-FFM-Shadow Habitats Regulation Assessment.pdf:7: Marske-by-the Sea in the south and includes the River Tees up to the Tees Barrage. The seaward
R-2022-0494-FFM-Shadow Habitats Regulation Assessment.pdf:8: closest management unit to the application site is Unit 7 River Tees for which there is currently “no
R-2022-0494-FFM-Shadow Habitats Regulation Assessment.pdf:8: tidal River Tees for foraging in the summer months, while Redshank and Curlew Numenius arquata
R-2022-0494-FFM-Shadow Habitats Regulation Assessment.pdf:9: River Tees catchment via nutrients through groundworks is assessed as likely to occur.
R-2022-0494-FFM-Shadow Habitats Regulation Assessment.pdf:10: River Tees catchment via has not been subject to fertiliser or pesticide following
R-2022-0494-FFM-19293141_1.pdf:7: STDC area on the south bank of the River Tees, near Redcar. The chapter will comprise an
R-2022-0494-FFM-19293141_1.pdf:8: in size and comprises brownfield land at the River Tees estuary, located 5km to the west of
R-2022-0494-FFM-19293141_1.pdf:8: The site lies within the catchment of the River Tees to which The Fleet and Dabholm Beck
R-2022-0494-FFM-19293141_1.pdf:8: flow into. The River Tees is approximately 4km to the north of the site.
R-2022-0494-FFM-19293141_1.pdf:8: Dabholm Beck becomes tidal within the Dabholm Gut before flowing into the River Tees.
R-2022-0494-FFM-19293141_1.pdf:8: Both channels discharge to the River Tees. The 1m Lidar DTM shows the elevations at the
R-2022-0494-FFM-19293141_1.pdf:11: whole of the River Tees estuary, the boundary of the SSSI lies within 100m of the site
R-2022-0494-FFM-19293141_1.pdf:20: towards the River Tees (approximate culvert width 6.5m). Dabholm Beck is fed under an
R-2022-0494-FFM-19293141_1.pdf:20: also potentially be an outfall weir from Dabholm Gut into the River Tees.
R-2022-0494-FFM-19293141_1.pdf:23: reclaimed from the River Tees. None of the historic mapping had any levels
R-2022-0494-FFM-19293141_1.pdf:36: low-lying land surrounding it there is the Tidal River Tees flood alert area (code
R-2022-0494-FFM-19293141_1.pdf:36: 121WAT926). The monitoring station for this area is the River Tees at Tees Dock, station ID
R-2022-0494-FFM-19293141_1.pdf:37: requires a permit. The River Tees is designated as a main river but as the other
R-2022-0494-FFM-Ecological Impact Assessment.pdf:6:north to Marske-by-the Sea in the south and includes the River Tees up to the Tees Barrage
R-2022-0494-FFM-Ecological Impact Assessment.pdf:9:the River Tees for hundreds of years but were lost from the estuary for much of the 20th
R-2022-0494-FFM-Ecological Impact Assessment.pdf:15: • Nutrient deposition into the River Tees catchment via watercourses. Natural England
R-2022-0494-FFM-Ecological Impact Assessment.pdf:15: • Nutrient deposition into the River Tees catchment via watercourses. Natural England
R-2022-0494-FFM-21089271_1.pdf:11:discharges to an intertidal section of the River Tees via the Dabholm Gut.
R-2022-0494-FFM-21089271_1.pdf:12:Offsite the River Tees located ~2km to the west of the site and this section of the river is noted to be intertidal.
R-2022-0494-FFM-Covering Letter.pdf:5:the River Tees and the estuary and encourage integrated habitat creation and management.
R-2021-0855-CD-MGE04603 Contaminated Land.pdf:2:receptor (River Tees).
R-2021-0855-CD-MGE04603 Contaminated Land.pdf:2:the River Tees.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:4: The entirety of SB is reclaimed land from the River Tees Estuary. The Made Ground used
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:4: The DQRA focuses on water resource receptors, specifically, the River Tees is located just
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:5: direction in the Made Ground towards the north/northeast, towards the River Tees.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:5: The River Tees is present approximately 20m to the north of the site boundary. The River
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:5: receptor (River Tees Estuary) and subsequent dilution within the receptor
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:5: River Tees. The Teesmouth and Cleveland Estuary itself is designated Ramsar site, SPA
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:6: represent a significant risk to the primary water resource receptor (River Tees). As no
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:6: River Tees occurs.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:6: potential to enter the River Tees were directly compared with saline EQS.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:6: into account a dilution factor within the River Tees.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:6: the River Tees. These were described in the DQRA as sentinel wells and are considered
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:6: to provide the best representation of groundwater potentially entering the River Tees due
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:6: to the receptor (River Tees), based on the findings of the initial assessment.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:6: the sentinel wells to further evaluate the risk to the River Tees from the site.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:6: represents a point of compliance immediately prior to the River Tees.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:6: Dilution in the receiving surface water body (River Tees) was further considered by the
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:7: attenuation occurring during lateral migration and subsequent dilution in the River Tees.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:7: These locations were relatively distant from the River Tees and screening lower
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:7: on down gradient groundwater quality and the River Tees was considered to be limited.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:7: Further assessment of the potential risk to the River Tees was undertaken by comparison
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:7: significant risk to the River Tees.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:7: present a significant level of risk to the River Tees.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:7: to the identified water resource receptor (River Tees).
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:7: resource receptor, the River Tees.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:7: identified water resource receptor (River Tees).
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:11:resources, specifically, the River Tees which is located just beyond the northern border of the site. This report
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:11:will help refine the present conceptual site model (CSM) and define potential risks posed to the River Tees by
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:14: the River Tees. More rail sidings to the south and west of SBB have been developed.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:17:barrier between the site and River Tees, indicates that the groundwater migration pathway to the River and
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:17:The River Tees is present approximately 20m to the north of the site boundary. The River Tees is a tidal
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:18:receptors (River Tees and Teesmouth and Cleveland Coast SSSI) but noted the limited resource value of the
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:18:The proximity of the site to the River Tees (approximately 20m north of the site boundary) has resulted in a
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:18: The River Tees
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:18:The primary water resource receptor associated with the site was considered to be The River Tees, although
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:19:groundwater using site-specific information, where available. Dilution with the River Tees was also calculated
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:19: Prior to the River Tees (at sentinel wells and 360m down gradient from the Groundwater Source); and
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:19: Within the River Tees (dilution in the receptor; both Sources)
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:19:Assessment of a more distant compliance point protective of the River Tees provided a more accurate
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:19:Compliance Point Prior to the River Tees (at Sentinel Wells and 360m down gradient from
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:20:directly screening the Made Ground. As Made Ground forms the boundary with the River Tees, concentrations
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:20:amount of groundwater discharge from the site into the River Tees.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:20:Compliance Point within The River Tees (dilution in the receptor)
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:20:dilution within the River Tees was considered.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:20:Given the margin by which concentrations fell below the criteria, contaminant concentrations in the River Tees
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:20:Surface water monitoring data from the River Tees is provided in Royal Haskoning 2021. The findings of the
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:20:the River Tees) into the future.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:21:The River Tees is present approximately 20m to the north of the site boundary and groundwater migration
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:21:protection of estuarine surface water (River Tees) as of primary concern.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:21:plume located north towards the River Tees from the SBA_AUK_BH110 area is present. The NAPL was found
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:21:active pollutant linkage with the River Tees via the lateral migration pathway (mainly thorough the saturated
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:22: Migration in groundwater through the Made Ground towards the surface water receptor (River Tees).
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:23:The entirety of SB is reclaimed land from the River Tees Estuary. The Made Ground used for the land
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:24:sentinel wells as they are positioned to indicate contaminant flow off-site towards the River Tees. These
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:28:Surface water samples from the River Tees were obtained and reported in Royal Haskoning 2021. Samples
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:29:distribution and depth profile, they provide an indication of contaminant flow off-site towards the River Tees.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:29:primary water resource receptor (River Tees). As no changes have been made to the conceptual
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:30:immediately adjacent to the River Tees (albeit that a future sheet pile wall may be present in future, potentially
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:30:entirety of the site, immediately bordering the River Tees.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:30:the wide Teesworks site, particularly in areas bordering the River Tees where land reclamation will have
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:30:The primary water resource receptor associated with the site is considered to be The River Tees.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:30:Surface water features present are the River Tees and the Teesmouth and Cleveland Estuary. Both are
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:31:the River Tees. The absence of significant tidal variation in combination with the absence of a physical barrier
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:31:(such as a sheet pile wall) between the River Tees suggests that the potential for lateral migration within these
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:31:discharge of contamination into the River Tees occurs.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:31:boreholes, and it is likely present immediately adjacent to the River Tees. Therefore, a lateral migration
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:31:River Tees (and therefore potentially entering the River Tees, as represented by the sentinel wells), are likely
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:32:The water resources risk assessment has been undertaken to assess the risk to the River Tees following the
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:32: the River Tees were directly compared with saline EQS.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:32: 2. Further to this, SSAC were calculated taking into account a dilution factor within the River Tees.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:32:along the northern boundary of the site, prior to the River Tees. These were described in the DQRA as
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:32:River Tees due to their location at the northern of the site - in particular those screening Made Ground and
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:32:sentinel wells were used to further discuss the potential risk presented to the receptor (River Tees), based on
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:32:concentrations at the sentinel wells was unlikely to cause the SSAC (considering dilution in the River Tees) to
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:32:sentinel wells to further evaluate the risk to the River Tees from the site.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:33: River Tees (sentinel wells)
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:33: Within the River Tees
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:33:Further assessment of the potential risk to the River Tees has been undertaken by comparison of measured
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:33:Based on the above, dilution in the receiving surface water body (River Tees) is considered further below
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:33: River Tees
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:33:for the River Tees (recorded at Leven Bridge, reference: 25005 and at Low Moor, reference 25009) and are
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:34: River Tees (Leven Bridge & Low Flow rate (m3/s) Flow Rate (m3/day)
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:38:Further assessment of the potential risk to the River Tees has been undertaken by comparison of measured
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:38:Further evaluation of the potential level of risk presented to the River Tees from measured concentrations of
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:38: parallel with the River Tees is approximately 1,350m. Where a source is localised, comparing to the
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:38: stations on the River Tees and do not fully account for flow contributions for the lower Tees and
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:39: The dilution effect only considers freshwater flow from the River Tees. Tidal flow within the river at the
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:39:concentrations exceeding the SSAC with dilution relates to approximately 800m parallel with the River Tees.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:39:receptor (River Tees).
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:39:500m parallel with the River Tees.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:40:(River Tees).
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:40:resource receptor (River Tees).
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:40:immediately prior to the River Tees.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:40:Dilution in the receiving surface water body (River Tees) has been further considered by the calculation of
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:41:dilution in the River Tees. SBA_AUK_BH103 and SBC_AUK_BH113 are also potentially down gradient of this
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:41:CoC exceeding at each location. These locations are between 400m and 1,200m from the River Tees. The
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:42:closest of these locations (SBB_AUK_BH108) is 300m from the River Tees.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:42:measured concentrations of ammoniacal nitrogen do not present a risk to the River Tees.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:42:River Tees was undertaken. This look at multiple lines of evidence, including the revision of SSAC based on a
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:42:unlikely to present a significant risk to the identified water resource receptor (River Tees).
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:42:wells is appropriate to further assess the potential risk to the River Tees. Based on the SSAC derived, none of
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:42:significant risk to the identified water resource receptor (River Tees). As such, the risk to water resource
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:42:receptors (River Tees) is not considered significant.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:43:SBCO), is not considered to present a significant risk to the identified water resource receptor (River Tees).
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:43:concludes that the site does not present a significant risk to the River Tees.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:43:significant level of risk to the River Tees.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:102:River Gauging Station River Tees (Leven Bridge & Low Moor)
R-2021-0855-CD-Officer report.pdf:3:receptor (River Tees).
R-2021-0855-CD-Officer report.pdf:3:the River Tees.
R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF:4:The tanks are located between the River Tees and the Hansons Concrete Works and are adjacent to areas of
R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF:8:river Tees.
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:7: and associated buildings at Bran Sands, on the southern bank of the estuarine River Tees
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:8: of the River Tees, consent for the works would be sought under the following regimes:
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:14: access jetty is anticipated to be undertaken from the River Tees using specialist heavy-lift
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:21: located on an area of reclaimed, brownfield land on the southern bank of the River Tees
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:21: 54960 24816) (see Figure 1 in Appendix A). The jetty was constructed on the River Tees
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:21: area. The jetty, a primarily concrete structure, is situated in the edge of the River Tees
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:64:on the southern bank of the estuarine River Tees near Redcar.
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:67:on the southern bank of the estuarine River Tees near Redcar. The demolition of the jetty and associated
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:67:The jetty was constructed on the River Tees in 1999 for the transportation of raw sludge to be treated at the
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:67:ground in a heavily industrialised area. The jetty itself is situated in the edge of the River Tees estuary of the
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:67:and is a primarily concrete structure. The site is bounded by the River Tees lies to the west, a lagoon to the
R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:9:The Former SSI Steelworks Facility extends to the west where it meets the River Tees. A historical landfill and
R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:12:railway sidings and the placement of hydraulic fill dredged from the River Tees and pumped to the site which
R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:21:The River Tees is approximately 0.50 to 1.0km to the west of the site boundary and is classified by the
R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:33: River Tees is considered potentially active given the likely thickness and nature of the Made Ground and
R-2021-1048-FFM-EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.PDF:36:651 Find Spot RIVER TEES Stoneware flagon found whilst dredging Post-medieval
R-2021-1048-FFM-EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.PDF:37:3859 Monument PORT CLARENCE Ferry crossing route across the River Tees, on the approximate line of the modern transporter bridge 19th century
R-2021-1048-FFM-EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.PDF:37:4182 Monument PORT CLARENCE Four staithes built in 1834, shown on the north bank of the River Tees on the O.S. map of 1857. 19th century
R-2021-1048-FFM-EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.PDF:39:4834 Monument FURNESS The Furness Shipyard opened in 1917 on the north bank of the River Tees. Closed in 1979. 20th century
R-2021-1048-FFM-EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.PDF:40:6232 Monument OLD COTTAGES, PORT CLARENCE A row of cottages established on the north bank of the River Tees to serve the workers of the bell 19th century
R-2021-1048-FFM-EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.PDF:41:6233 Monument OLD PORT CLARENCE Site of former five blocks of terraced houses established on the north bank of the River Tees to the 19th century
R-2021-1048-FFM-EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.PDF:55:5636 Monument REDCAR JETTY O.S. 1895. 6” Yorkshire sheet viia. Sw. 2nd edition shows the jetty leading out into River Tees. Partly 19th century
R-2021-1048-FFM-EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.PDF:57: River Tees, with a spur line to NER Darlington & Saltburn branch. At this time, Middlesbrough salt
R-2021-1048-FFM-EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.PDF:60: of Lackenby station, comprising a furnace, a small, circular reservoir and a spur line to the river tees,
R-2021-1048-FFM-EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.PDF:63:6047 Monument NINTH BUOY FRONT LIGHT (RED) O.S. 1895 map shows a River Tees navigation light. 19th century
R-2021-1048-FFM-EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.PDF:63:6048 Monument BEACON O.S. 1895 map shows a River Tees navigation light. 19th century
R-2021-1048-FFM-EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.PDF:63:6049 Monument BEACON O.S. 1895 map shows a River Tees navigation light. 19th century
R-2021-1048-FFM-EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.PDF:63:6050 Monument BEACON O.S. 1895 map shows a River Tees navigation light. 19th century
R-2021-1048-FFM-EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.PDF:63:6052 Monument BEACON O.S. 1895 & 25” Yorkshire 2nd edition maps show a River Tees navigation light. 19th century
R-2021-1048-FFM-EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.PDF:63:6053 Monument BEACON O.S. 1895 & 25” Yorkshire 2nd edition maps show a River Tees navigation light. 19th century
R-2021-1048-FFM-EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.PDF:63:6054 Monument BEACON O.S. 1895 & 25” Yorkshire 2nd edition maps show a River Tees navigation light. 19th century
R-2021-1048-FFM-EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.PDF:63:6055 Monument BEACON O.S. 1895 & 25” Yorkshire 2nd edition maps show a River Tees navigation light. 19th century
R-2021-1048-FFM-EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.PDF:64:6056 Monument EIGHTH BUOY SCARP BEACON O.S. 1895 & 25” Yorkshire 2nd edition maps show a River Tees navigation light. 19th century
R-2021-1048-FFM-EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.PDF:64:6057 Monument SEVENTH BUOY LIGHT O.S. 1895 & 25” Yorkshire 2nd edition maps show a River Tees navigation light. 19th century
R-2021-1048-FFM-EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.PDF:64:6058 Monument DOLPHIN O.S. 1895 & 25” Yorkshire 2nd edition maps show a River Tees navigation light. 19th century
R-2021-1048-FFM-EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.PDF:64:6059 Monument DOLPHIN O.S. 1895 & 25” Yorkshire 2nd edition maps show a River Tees navigation light. 19th century
R-2021-1048-FFM-EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.PDF:64:6060 Monument BEACON O.S. 1895 & 25” Yorkshire 2nd edition maps show a River Tees navigation light. 19th century
R-2021-1048-FFM-EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.PDF:64:6061 Monument FOURTH BUOY LIGHT (GREEN) O.S. 1895 & 25” Yorkshire 2nd edition maps show a River Tees navigation light. 19th century
R-2021-1048-FFM-EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.PDF:64:6062 Monument BEACON O.S. 1895 & 25” Yorkshire 2nd edition maps show a River Tees navigation light. 19th century
R-2021-1048-FFM-EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.PDF:64:6063 Monument NINTH BUOY BACK LIGHT (RED) O.S. 1895 & 25” Yorkshire 2nd edition maps show a River Tees navigation light. 19th century
R-2021-1048-FFM-EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.PDF:64:6064 Monument OLD BEACON O.S. 1895 & 25” Yorkshire 2nd edition maps show a River Tees navigation light. 19th century
R-2021-1048-FFM-EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.PDF:64:6065 Monument OLD BEACON O.S. 1895 & 25” Yorkshire 2nd edition maps show a River Tees navigation light. 19th century
R-2021-1048-FFM-Officer Report 1048.pdf:15:and various commercial uses including the River Tees to the north. The
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:14: dilution of contamination which may occur in the River Tees Estuary; and
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:34:contamination which may occur in the River Tees Estuary; evidence. On the basis of this evaluation, the report concludes that the risk to the North Sea is not significant.
R-2021-1048-FFM-63262_01 NZT Site Remediation Cover Letter - 30.11.21.PDF:2:of the River Tees into Stockton-onto Tees. This application relates only to the preparation of land required
R-2021-1048-FFM-63262_01 NZT Site Remediation Cover Letter - 30.11.21.PDF:3:River Tees and the estuary and encourage integrated habitat creation and management.’
R-2021-1048-FFM-Earthworks Specification.pdf:5:and Redcar, North Yorkshire located in the northeast of England immediately south of the River Tees and west
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:20:southeast of the site at its nearest point. The Fleet discharges into the River Tees at a point at which the river
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:27:southeast of the site, the Fleet discharges to the River Tees and the Tees Estuary which should also be
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:134:Unit name: River Tees
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:329: on-site and these were the Cleveland Iron Works, Redcar Iron Works, River Tees Dockyard, Tar Distillation Chemical
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:332: • North: The River Tees and Tees Bay;
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:332: • West: The River Tees and Tees Bay.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:335: Teesside, so named after the River Tees that runs through the heart of the area, was considered a highly important
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:335: Iron Works, River Tees Dockyard, Tar Distillation Chemical Works and South Bank Station – all of which were located
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:337: • The removal of one anti-tank mine close to the mouth of River Tees on the 20th February 1994;
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:21:River Tees. Shallower groundwater levels in the central and southern portions of the site were observed,
R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:7: bank of the River Tees, near Redcar.
R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:8: 525329. The site is 70.5ha (705,021m2) in size and is located on the River Tees estuary,
R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:8: The site is located within the catchment of the River Tees, which flows to the west of the
R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:8: into the River Tees via Dabholm Gut (part of Dabholm Beck but is tidal in nature).
R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:8: the Redcar Coke Ovens Outfall pipe flows in a north westerly direction to the River Tees and
R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:21: towards the River Tees (approximate culvert width 6.5m). 1km downstream, Dabholm Beck
R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:22: through a tidal valve weir before becoming the Dabholm Gut and flowing into the River Tees.
R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:22: westerly direction to the River Tees. The Redcar Power Station Outfall drains an area just
R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:34: culverts after the confluence of The Fleet and Dabholm Beck into the River Tees,
R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:37: low-lying land surrounding it there is the Tidal River Tees flood alert area (code
R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:37: 121WAT926). The monitoring station for this area is the River Tees at Tees Dock, station ID
R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:38: requires a permit. The River Tees is designated as a main river but as the other
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:126:Unit name: River Tees
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:321: on-site and these were the Cleveland Iron Works, Redcar Iron Works, River Tees Dockyard, Tar Distillation Chemical
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:324: • North: The River Tees and Tees Bay;
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:324: • West: The River Tees and Tees Bay.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:327: Teesside, so named after the River Tees that runs through the heart of the area, was considered a highly important
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:327: Iron Works, River Tees Dockyard, Tar Distillation Chemical Works and South Bank Station – all of which were located
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:329: • The removal of one anti-tank mine close to the mouth of River Tees on the 20th February 1994;
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:16: Surface Waters - River Tees
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:40: Surface Waters - River Tees
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:11:to have included tipping of slag and the placement of hydraulic fill dredged from the River Tees. The Site was
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:15:placement of hydraulic fill dredged from the River Tees.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:45:The entirety of the Site is reclaimed land from the River Tees Estuary. The Made Ground used for the land
R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf:8:north by South Gare and Coatham Dunes, to the West by the River Tees and to the southeast by a railway
R-2021-1048-FFM-EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.PDF:3:18.1.4 The Site is located on the south bank of the River Tees and comprises parts
R-2021-1048-FFM-EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.PDF:8: reflects the geomorphology of the River Tees and its tributaries. The bedrock
R-2021-1048-FFM-EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.PDF:9: course of the River Tees, or one of its tributaries, and has the potential to
R-2021-1048-FFM-EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.PDF:10:18.5.3 The River Tees floodplain would have provided a suitable environment for
R-2021-1048-FFM-EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.PDF:10: Daniels, R, (2014), An introduction to the Archaeology and Heritage of the River Tees Rediscovered Landscape Partnership
R-2021-1048-FFM-EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.PDF:12: River Tees continued to be used for settlement and crop growing. Other
R-2021-1048-FFM-EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.PDF:13: Daniels, R, (2014), An introduction to the Archaeology and Heritage of the River Tees Rediscovered Landscape Partnership
R-2021-1048-FFM-EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.PDF:16: the banks of the River Tees. The slag was dumped on marshland and
R-2021-1048-FFM-EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.PDF:17: brickyards (5653), as well as the River Tees Dockyard at Teesport.
R-2021-1048-FFM-EN010103-001131-NZT DCO 6.4.42 ES Vol III Appendix 18A Cultural Heritage Baseline Report.PDF:29: River Tees Rediscovered Landscape Partnership Area. Hartlepool: Tees
R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:35: Teesside, so named after the River Tees that runs through the heart of the county, was considered a
R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:38: • The removal of 1 x anti-tank mine close to the mouth of River Tees (located approximately
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:11:to have included tipping of slag and the placement of hydraulic fill dredged from the River Tees. The Site was
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:15:placement of hydraulic fill dredged from the River Tees.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:25:water mark as the boundary. The River Tees which flows into the North Sea at the Tees Estuary, is located
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:47:The entirety of the Site is reclaimed land from the River Tees Estuary. The Made Ground used for the land
R-2021-1048-FFM-2021-81 HRA NZT remediation.PDF:3:Marske-by-the Sea in the south and includes the River Tees up to the Tees Barrage. The seaward
R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:8:effluent from the Water Treatment Plant into the River Tees. Although no landfills are recorded within
R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:17: Teesside Works showing A123824 Outfall to River Tees,
R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:21: leads to wharfing facilities on the River Tees and eventually to the South
R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:24:The River Tees is approximately 0.50 to 1.0km to the west of the site boundary and is classified by the
R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:31: R1 – Redcar Coke ovens Effluent Emission to water ‐ River Tees After RCBC DSR 2016
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:10:to have included tipping of slag and the placement of hydraulic fill dredged from the River Tees. The Site was
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:14:placement of hydraulic fill dredged from the River Tees.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:40:The entirety of the Site is reclaimed land from the River Tees Estuary. The Made Ground used for the land
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:126:Unit name: River Tees
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:321: on-site and these were the Cleveland Iron Works, Redcar Iron Works, River Tees Dockyard, Tar Distillation Chemical
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:324: • North: The River Tees and Tees Bay;
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:324: • West: The River Tees and Tees Bay.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:327: Teesside, so named after the River Tees that runs through the heart of the area, was considered a highly important
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:327: Iron Works, River Tees Dockyard, Tar Distillation Chemical Works and South Bank Station – all of which were located
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:329: • The removal of one anti-tank mine close to the mouth of River Tees on the 20th February 1994;
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:43: Surface Waters - River Tees
R-2021-1048-FFM-2021-83 EcIA NZT Remediation Rev A.PDF:6:Marske-by-the Sea in the south and includes the River Tees up to the Tees Barrage resulting in a
R-2021-0878-ESM-ApplicationFormRedacted.pdf:1:* North West by the River Tees;
R-2021-0878-ESM-Reserved Matters - Design and Access Statement(1).pdf:1: • North West by the River Tees;
R-2021-0269-CD-ApplicationFormRedacted.pdf:1:•North West by the River Tees;
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:5:4.3.4 Consideration of the River Tees ………………………………………………………………………………………….14
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:11:the River Tees. Additionally, a section of the River Tees and foreshore noted to be part of the Teesmouth and
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:11:Area (SPA) and Ramsar site, is located approximately 750m to the north of the site with the River Tees itself
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:17:The site is located approximately 1km to the south of the River Tees (at its closest point) and approximately
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:17:5km from the east coast of England and the North Sea. Prior to the reclamation of land, the tidal River Tees
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:19: The River Tees is approximately 1 km to the north of the site and represents the ultimate
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:19: River Tees includes the River Tees and part of the foreshore. Due to the size of the river/estuary, the
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:19: River Tees is likely to influence the regional groundwater system. The groundwater flow
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:19: east, broadly towards the River Tees and the North Sea.
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:19:a limited number of monitoring wells given the size of the site, given the River Tees is located to the north of
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:20:4.3.4 Consideration of the River Tees
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:20:The River Tees is located approximately 1km to the north of the site at its closest point. The river flows east to
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:20:Given the distance to the River Tees, there is considerable time for contaminants to undergo attenuation,
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:20:dispersion and dilution as the groundwater migrates. The risk to the River Tees from concentrations of CoC
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:24:site are intrinsically linked to the surface water at the site as they focus on the River Tees estuary, and following
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:9:local ground conditions. The River Tees is located to the north of the site and runs eastwards towards the
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:11:River Tees. They are the Holme Beck, Knitting Wife Beck and the Cross Connector. Both the Knitting Wife
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:37:the south of the River Tees.
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf:7:the south of the River Tees.
R-2021-0100-CD-Phase II ESA.pdf:22:and ultimately discharge into the River Tees via the SLEMS. The locations of these features are shown on
R-2021-0100-CD-Phase II ESA.pdf:34:The Teesmouth and Cleveland Coast SSSI which includes a section of the River Tees is located approximately
R-2021-0100-CD-Phase II ESA.pdf:34:discharges from the site to the Teesmouth and Cleveland Coast SPA and RAMSAR via the River Tees are
R-2021-0100-CD-Phase II ESA.pdf:34:likely to be limited by tidal exchange and the large volume of the River Tees receiving water. This is in line with
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:6:Sahaviriya Steel Industries UK (SSI) Steelworks site on the River Tees with existing businesses and land
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:10:The River Tees is located approximately 2.00km north-west of the current site. It is classed as a Main River by
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:10:The River Tees was assessed by the Environment Agency and classified as ‘moderate’ quality with ecological
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:13: o Surface Water (River Tees, Holme Beck - culverted).
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:17: Lateral migration between River Tees (Medium/Low Likelihood) Moderate/Low Risk
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:17: groundwater and Holme The River Tees is present approximately 2.00km north-west of
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:17: Beck and River Tees; the site and is considered to be at a distance where it is unlikely
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:25:Knitting Wife Beck and the River Tees, the leachate data has been compared against the UK Drinking Water
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:31: soil-derived leachate (EQS transitional) (River Tees): copper, iron, lead, zinc, pH, naphthalene, anthracene,
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:31:or flow of groundwater towards the River Tees is considered to be unlikely.
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:35: Lateral migration between River Tees (Medium/Unlikely) Low Risk
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:35: groundwater and Holme The River Tees is present approximately 2.00 km north-west of
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:35: Beck and River Tees; the site and due to the impermeable nature of the geology
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:52:Considering the distance of the River Tees from the site and the low permeability soil and rock deposits at the
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:52:River Tees.
R-2021-0067-CD-Jan 20212366 CEMP Metals Recovery Processing Area.pdf:4:stretch along the south bank of the River Tees from the towns of Middlesbrough to Redcar in North
R-2021-0067-CD-Jan 20212366 CEMP Metals Recovery Processing Area.pdf:21:from impacting wintering birds within the Slems and the River Tees through the Lackenby Channel
R-2021-0067-CD-Jan 20212366 CEMP Metals Recovery Processing Area.pdf:22:from impacting wintering birds within the Slems and the River Tees through the Lackenby Channel
R-2021-0067-CD-Jan 20212366 CEMP Metals Recovery Processing Area.pdf:22:from impacting wintering birds within the Slems and the River Tees through the Lackenby Channel
R-2021-0753-FFM-63262 02 Free Port - Drainage Info Final 01.02.22.pdf:1:The application site is located to the east of Smith’s Dock Road, on the southern bank of the River Tees. The
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:9:PD Ports land. The River Tees is approximately 315m north of the site).
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:10:process. As such, the River Tees is likely in continuity with water within both the Made Ground and the
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:10:to be in direct continuity with the River Tees however interaction cannot be ruled out without data on
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:10:The closest surface water feature to the site is the River Tees approximately 315m beyond the northern
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:11: the risk to the River Tees Estuary was also shown not to be significant. This conclusion is likely
R-2021-0753-FFM-Teesworks Freeport - Cover Letter 18.08.21.pdf:1:The application site is located to the east of Smith’s Dock Road, on the southern bank of the River Tees. The
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:5:covers land to the south of the River Tees, in the Borough of Redcar and Cleveland, and includes the former
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:10: watercourses and ultimately the River Tees an Environmental Permit
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:11:The Site is located on the southern bank of the River Tees, covering an area of approximately 286ha in total.
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:11:the west and the Knitting Wife Culvert to the east, both of which ultimately discharge into the River Tees via
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:11:runoff from the area would drain to the River Tees via the Cleveland or Lackenby Channels.
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:12:ultimately discharge into the River Tees. Due to the local topography, it is anticipated that existing runoff
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:12:from the site would drain to the River Tees via the Cleveland or Lackenby Channels.
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:12:watercourse ultimately discharges into the River Tees via the Dabholm Gut
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:13:The site is located on the southern bank of the River Tees, covering an area of approximately 286 ha.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:13:The area is approximately 119.5 ha and is irregular in shape. The area is bound to the north by the River Tees
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:15: The south bank of the River Tees runs parallel to within 20m of the northern boundary of the area and is
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:15: several culverts within the wider site entering from the south flowing into the River Tees.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:15: Hydrological The principal surface water feature is the adjacent River Tees. There are no culverts known to cross the area
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:15: shown within the site to the west of the tank farm. A soakaway and a discharge to the River Tees at
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:18: areas. Land was principally constituted of low lying scrub land. In closer proximity to the River Tees to the
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:18: through the area and the surrounding area flowing into the River Tees.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:23: Infrastructure and facilities associated with River Tees Docks to the West of the area in close proximity to the
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:24: Offsite: Further development of the River Tees dockyard to the west of the area in addition to further
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:25: River Tees Dockyard and associated Infrastructure inclusive of docks, wharfs, warehouses (West).
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:27: broad flow direction towards the River Tees. Due to the distribution of boreholes across the site it
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:28: towards the River Tees.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:31: In general, groundwater flow in shallow deposits is anticipated to be towards the River Tees to the north or
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:31: influenced by the presence of surface water features. The main River Tees is also tidally influenced, and there
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:31: Hydrology The River Tees is located to the approximately 1.2km north of the area, and is classified by the EA as a Main
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:31: River. The stretch of the River Tees to the north of the area is tidal. There are other minor surface waters
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:32: Surface waters include the culverted Knitting Wife Beck and the River Tees are likely to be in hydraulic
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:32: Hydrological The surface water sensitivity is low. The area lies in the catchment of the River Tees, which is over 1km away
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:32: south west of the area. The River Tees forms part of the SSSI. The Teesmouth and Cleveland Coast is also
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:32: sensitivity River Tees to the north receives surface water discharge from the area and is designated as a SSSI. However,
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:41: The site is located 750m south east of the Tees dock, and 1.8km south of the River Tees.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:47: There are several culverts within the wider site entering from the south flowing into the River Tees. The River
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:47: sensitivity into the River Tees. Kinkerdale Culvert, which originates to the east of the area branches off and flows under
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:60: In general, groundwater flow in shallow deposits is anticipated to be towards the River Tees to the north or
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:60: influenced by the presence of surface water features. The main River Tees is also tidally influenced, and there is
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:60: Hydrology The River Tees is located approximately 2km to the north of the area, and is classified by the EA as a Main River.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:60: The stretch of the River Tees to the north of the area is tidal. There are other minor surface waters courses
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:60: into the Dabholm Gut; this in turn discharges to the River Tees. The Kinnerdale Beck, Knitting Wife Beck and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:60: Sands lagoon adjacent to the south bank of the River Tees.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:60: Surface waters including the River Tees are likely to be in hydraulic continuity with shallow groundwater in Made
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:60: sensitivity River Tees. The River Tees is tidally influenced in the stretch downgradient of the area.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:61: Ecology The Teesmouth and Cleveland Coast SSSI is located adjacent to the east of Coatham Marshes, and the River Tees
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:61: sensitivity Coatham Marshes. The River Tees to the north receives surface water discharge from the area and is designated
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:61: large volume of the River Tees receiving water.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:92: groundwater beneath the site and surrounding area from the River Tees estuary, the site presents
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:92: River Tees, the sensitivity of the surface water bodies is considered to be low, therefore the site
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:92: and dispersion would likely occur especially when entering the River Tees. Given the industrial
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:98: to the River Tees.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:330:north is the River Tees, with the Darlington to Saltburn railway line to the south. Smiths Dock Road
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:330:the River Tees. Here South Bank Iron Works and Antonien (phosphate) Works were located. The site was
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:330:Secondary A aquifer. Mill Stream flows beneath the site largely in culvert, outfalling into the River Tees.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:332:of the River Tees and north of the Tees Valley railway line (also known as the Darlington to Saltburn
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:333:North of the River Tees is the industrial area of Seal Sands, with light industrial and residential areas of
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:343: bank of the River Tees
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:347: small channels which flow north towards the River Tees. The High Water Mark
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:347: eastwards from the River Tees and towards the eastern boundary.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:348: along the south bank of the River tees.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:348: River Tees Dockyard has been built approximately 90m from the site and west of
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:350: 1974 Partial Coverage A new wharf (Tarmac Wharf) has been built on the south bank of the River Tees at
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:350: and cross the area of the Slag Crushing Works before crossing the River Tees. The
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:352:parallel with the south bank of the River Tees within the northeast quadrant of the site, along which
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:352:the River Tees. It is estimated that this embankment reaches a height of approximately 5m. Also within
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:352:dated 1971 indicate that the south bank of the River Tees to have an elevation of between 6.0m and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:352:Historical records indicate that the Made Ground increases in thickness southwards from the River Tees
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:354:The south bank of the River Tees forms the northern boundary of the site and is classified by the EA as a
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:354:west of the eastern boundary and 750m southeast of the River Tees. It continues northwest for
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:354:outfalling into the River tees.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:354:that the site is not within a flood zone. The south bank of the River Tees forms the northern site
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:359:strikes within this material could be associated with the tidal influence of the River Tees, as
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:359:Generally the direction of flow was broadly towards the River Tees, with groundwater appearing to be
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:359:southern boundary. The pipe continues north until 290m south of the River Tees where it turns 90° to
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:361:and 260m southeast of the River Tees. Some of these buildings may include a basement or sub‐
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:361:located adjacent to the southwest of Riverside Pump House on the south bank of the River Tees. 2.75kV
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:362: 69 South bank of River Tees – Riverside TATA Third party ownership
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:363:South of the River Tees, towards the eastern boundary of the main area of TS4 is the former Ferro‐
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:364:The derelict Riverside Pump House is located on the south bank of the River Tees. Details of the pump
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:364:River Tees as the SBCO Main Drain Outfall. A 36” diameter sewer flows northeast from the SBCO and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:364:60m south east of the River Tees.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:367:The wharf runs parallel with the southern bank of the River Tees. It of wooden and metal girder
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:368:along South Bank Wharf, located on the edge of the River Tees.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:368:of TS4 and 200m southeast of the River Tees. It is also associated with Tarmac; described to be an
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:369:River Tees prior to the start of WWII, however areas of the site have been extensively redeveloped since
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:369:the war. Given TS4’s location adjacent to the River Tees and the density of industrial sites both on site
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:370:anticipated groundwater flow is northwards towards the River Tees), there is a risk that contaminative
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:372:The mudflats along the northern bank of the River Tees, 200m northwest of the site are identified as
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:372: effluent Receiving water – River Tees
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:373: Wharf ‐ 120m south of River Tees &
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:373: unknown discharge from COPA British Steel; Cleveland Works C2 ‐ Receiving water – River Tees
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:373: Ref. 254/X/0647 1974 south bank of River Tees, 485m
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:373: Ref. 25/04/1598 ‐ 125m south of River Tees and 530m Discharged to land/soakaway
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:373: effluent from sewage Central Oil Storage & Water Treatment Receiving water – River Tees
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:373: Ref. 254/B/0255 of River Tees
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:373: effluent from sewage 14/09/1995 Sewage Disposal Works Eston Jetty, Receiving water – River Tees
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:373: Ref. AR0241 60m, south of River Tees
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:373: overflow – water company of site Receiving water – River Tees
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:373: discharges – final/treated from COPA Tees & Hartlepool Port Authority Receiving water – River Tees
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:373: Ref. 254/1217 north of TS4 Receiving water – River Tees
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:373: unknown from COPA British Steel, Cleveland Works – 50m Receiving water – River Tees
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:373: combined ‐ unspecified Outfall – 25m north of TS4 Receiving water – River Tees
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:373: Ref. 254/X/0627 1974 Outfall – 25m north of TS4 Receiving water – River Tees
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:373: Ref. 254/1941 06/03/2007 Compound – 160m northeast of Receiving water – River Tees
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:374: Ref. 254/x/0645 1974 Works) – 180m northeast of northeast Receiving water – River Tees
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:374: to River tees
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:376:the River Tees and consequently TS4. The potential risk will depend on the materials stored within tanks
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:376:Ground and the high water table associated with the River Tees.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:376:of the site also pose a potential constraint. Given the proximity of the River Tees any contaminants from
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:380:Located along the south bank of the River Tees these structures were used as loading and off‐loading
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:424: Groundwater monitoring piezometers through the wider site into the River Tees.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:426: Groundwater monitoring and sampling beneath the site and into the River Tees.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:494:tanks and the River Tees. Given that the borehole locations will be pre-excavated to 4m
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:496:which flows northwards and is in hydraulic continuity with the River Tees. Perched
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:596:The Cleveland Oil Installation is situated on the south bank of the River Tees. The installation comprises a
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:604:(source) and the River Tees (receptor). The sample locations shall be investigated using a mechanical
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:642: 1.1.2 The Redcar Work s borders the River Tees in the west and the coastal
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:642: bordered by the rail line to the south east and the River Tees to the west (See
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:652: groundwater flow is north north-west toward the River Tees and the North Sea and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:653: 3.3.10 Redcar is bound to the west by the River Tees and to the north by the
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:654: 200) from the River Tees, possibly affecting the coal and ore stocking ground.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:655: Surface water River Tees Medium The River Tees borders the north western
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:703: River Tees.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:707: and 1,830m to the south east of the River Tees. A number of st reams crossed the
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:708: Surface water River Tees Low Lackenby Works is situated 1,830m to the
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:708: south east of the River Tees. One
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:726: 3 ü Iron ore and coal Accidental spillages into River Tees during
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:727: be as a result of tidal influences from the River Tees, however the method used to
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:727: north to the River Tees and Tees Dock. The site geology and hydrogeology is
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:728: 5.3.10 The Cleveland Works is bounded by the River Tees in the west but no
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:728: discharged to the River Tees. As the SLEMs is unlined, infiltration to ground would
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:728: the River Tees at Release Point W1 as shown on Figure 2. Both W5 and W1 are
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:728: River Tees and is located approximately 900m west of the South Bank Cok e Ovens .
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:729: Surface water River Tees Moderate The River Tees borders the western part
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:729: into the River Tees , one from the SLEMS
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:729: and Wetlands groundwater flow toward River Tees . The
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:773: groundwater towards the River Tees;
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:775: 15AB1) and Cleveland (max 10m 3AB2) close to the River Tees where historic
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:775: Beck . At the By-P roducts area which is closer to the River Tees, groundwater
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:775: westward movement of groundwater towards the River Tees.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:777: water prior to consented discharge in the River Tees.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:812: north-east and the River Tees estuary to the west. Extensive estuarine sands
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:812: (Bran Sands) and the River Tees itself both abut onto the site. The sands of Tees
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:813: AOD in the north-western area near to the River Tees . Based on static levels
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:814: Surf ace Water – the principal surface water feature is the adjacent River Tees
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:815: • S urface water (River Tees );
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:815: The River Tees is the principal surface water receptor in the vicinity of the site and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:815: to the River Tees likely to be provided by migrat ion of shallow groundwater through
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:819: Surface Water – the principal surface water feature is the River Tees (classified as
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:820: • S urface water (River Tees );
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:820: The River Tees is the principal surface water receptor in the vicinity of the site.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:820: pathway from the site to the River Tees likely to be provided by migration of shallow
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:822: although there is evidence for a broad flow direction towards the River Tees. As
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:823: Surface Water – the principal surface water feature is the adjacent River Tees
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:824: • S urface water (River Tees );
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:825: The River Tees is the principal surface water receptor in the vicinity of the site.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:825: pathway from the site to the River Tees likely to be provided by migration of shallow
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:825: moderate due to the proximity to the River Tees and the high levels of organic
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:825: across the Cleveland site toward the River Tees , although locally flow directions
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:825: from the River Tees possibly under the influence of locally variable less permeable
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:826: SSSI would be via s urface water discharges into the River Tees and baseflow of
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:827: was generally observed to be towards the River Tees i.e. to the northwest and in
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:828: ¿ Cleveland Site – risks to the River Tees due to the high levels of organic
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:851: Groundwate River Tees
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:858: (River Tees) drainage or via water Open areas allow rainfall infiltration to ground with potential
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:859: (River Tees) permeable strata water Open areas al low rainfall infiltration to ground with potential
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:859: underlying sands. However, River Tees is 2.5km distant, with no
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:861: (River Tees) permeable strata water Open areas allow rainfall infiltration to ground with potential
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:861: (River Tees) permeable stra t a water Open areas allow rainfall infiltration to ground with potential
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:863: (River Tees) permeable strata water Open areas allow rainfall infiltration to ground with potential
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:863: (River Tees) permeable strata water Open areas allow rainfall infiltration to ground with potential
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:865: ( River Tees) permeable strata water Open areas allow rainfall infiltration to ground with potential
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:865: groundwater flow. River Tees adjacent to west.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:865: (River Tees) permeable strata water Open areas allow rainfall infiltration to ground with potential
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:867: (River Tees) permeable strata water Open areas allow rainfall infiltration to ground with potential
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:867: Mild migration. Limited evidence of soil contamination and River Tees
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:867: (River Tees) permeable strata water Open areas allow rainfall infiltration to ground with potential
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:868: (River Tees) permeable strata water Open areas allow rainfall infiltration to ground with potential
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:869: (River Tees) permeable strata water Open areas allow rainfall infiltration to ground with potential
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:869: (River Tees) permeable strata water Elevated TPH in groundwater in 2 monitoring boreholes. Open
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:872: (River Tees) drainage or via water Open areas allow rainfall i nfiltration to ground with potential
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:872: (River Tees) permeable strata water Open areas allow rainfall infiltration to ground with potential
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:873: (River Tees) permeable strata water Open areas allow rainfall infiltration to ground with possible
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:873: (River Tees) drainage or via water Open areas allow rainfall infiltration to ground with potential
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:875: (River Tees) permeable strata water Open areas allow infiltration of rainfall to ground with potential
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:875: (River Tees) permeable strata water migration. Limited contamination detected mitigated by distance of
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:878: (River Tees) drainage or via water Open areas allow rainfall infiltration to ground with potential
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:878: and Hartlepool permeable strata Medium groundwater. Possible migration toward River Tees but
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:878: (i.e. land which drainage or adjacent land values Possible migration toward River Tees but groundwater flow shows
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:878: (River Tees) drainage or via water Open areas allow rainfall infiltration to ground with potential
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:879: and Hartlepool permeable strata Medium groundwater. Possible migration toward River Tees but
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:880: (River Tees) permeable strata water Open areas allow rainf all infiltration to ground with potential
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:880: l e a d d e t e c t e d in soils. Possible migration toward River Tees but
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:880: and Hartlepool permeable strata Medium groundwater. Possible migration toward River Tees but
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:880: be reduced by dilution in River Tees before they reach the SSSI on
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:880: (i.e. land which drainage or adjacent land values Possible migration toward River Tees but groundwater flow shows
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:880: (River Tees) permeable strata water Locally elevated soil PAHs and BTEX compounds at east ern side of Low
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:880: migration. Possible migration toward River Tees but groundwater
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:881: River Tees but groundwater flow shows local variations that may be
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:881: and Hartlepool permeable strata Medium Possible migration toward River Tees but groundwater flow shows
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:881: dilution in River Tees before they reach the SSSI on the adjacent
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:881: ( i .e. land which drainage or adjacent land values Possible migration toward River Tees but groundwater flow shows
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:882: (River Tees) permeable strata water Limited evidence of contamination. Open areas allow rainfall
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:882: via groundwater to the River Tees bordering the wharfe.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:882: and Hartlepool permeable strata Medium groundwater to the River Tees bordering the wharfe. However
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:882: Foreshore and elevated levels are likely to be reduced by dilution in River Tees
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:882: (River Tees) permeable strata water Limited evidence of contamination. Open areas allow rainfall
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:882: groundwater to the River Tees bordering the wharfe.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:882: classed as Minor groundwater to the River Tees bordering the wharfe.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:884: (River Tees) p e r m e a b l e s t r a t a, water Elevated levels of toxic and phytotoxic metals and organics in soil
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:884: from SLEMS into potential groundwater migration away from the River Tees.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:884: River Tees However treated effluent is discharged as per regulatory
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:884: Wetlands SSSI). Elevated levels are likely to be reduced by dilution in River Tees
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:885: (River Tees) permeable strata water Open areas allow rainfall infiltration to ground with potential
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:885: and Hartlepool permeable strata Medium groundwater. Possible migration toward River Tees but
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:885: reduced by dilution in River Tees before they reach the SSSI on
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:885: would be retained permeable strata from pollution River Tees but groundwater flow shows local variations that may be
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:885: (River Tees) permeable strata water Locally elevated soil PAHs and BTEX in soil . Open areas allow Low
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:885: migration toward River Tees but groundwater flow shows local
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:886: Aquifer) migration. Possible migration toward River Tees but groundwater
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:886: Foreshore and River Tees but groundwater flow shows local variations that may be
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:886: are likely to be reduced by dilution in River Tees before they reach
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:886: by Corus) Mild River Tees but groundwater flow shows local variations that may be
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:887: (River Tees) permeable strata water Open areas allow rainfall infiltration to ground with potential
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:887: would be retained permeable strata from pollution d e t e c t e d in soils . Possible migration toward River Tees but
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:887: (River Tees) permeable strata water Locally elev a t e d soil PAHs and BTEX in soil . Open areas allow
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:887: migration toward River Tees but groundwater flow shows local
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:888: classed as Minor m i g ration toward River Tees but groundwater flow shows local
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:888: receptors (Tees drainage or sensitive SSSI No boreholes in this area. Possible migration toward River Tees
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:888: Wetlands SSSI). be reduced by dilution in River Tees before they reach the SSSI on
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:888: (i.e. land which drainage or adjacent land values No boreholes in this area. Possible migration toward River Tees
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:889: ( River Tees) permeable strata water Open areas allow rainfall infiltration to ground with potential
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:889: toward River Tees but mitigated by distance, approximately 2km.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:889: and Hartlepool permeable strata Medium River Tees but mitigated by distance, approximately 2km.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:889: (River Tees) permeable strata water L i m i t e d evidence of contamination. Open areas allow rainfall
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:889: toward River Tees but mitigated by distance, approximately 2km.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:892: system was generally observed to be towards the River Tees
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:892:Ground underlain by a series of unconsolidated deposits Cleveland site: risk to the River Tees due to high levels of
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:893: River Tees and ecological receptors i.e. the Tees and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:893:the site namely Areas 1 (By-products Plant and Coke Ovens), Surface Moderate (By River Tees is the principal receptor.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:893:evidence for a broad flow direction towards the River Tees. As potential for migration of hydrocarbon contamination away
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:894:The Corus works at Teesside is located on land to the south south banks of, the River Tees Estuary immediately
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:894:of the River Tees Estuary towards Tees Mouth and occupies Limitations west of Teesport terminal. The main areas included
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:895: Surface Low River Tees Estuary is the
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:896:North Sea coast to the north-east and the River Tees estuary Groundwater: The alluvial deposits in the vicinity of the site
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:896:River Tees itself both abut onto the site and the sands of Tees There are no licensed abstractions within 1km of the site and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:896:The present steelworks at Redcar were constructed in the adjacent River Tees (classified as a Class A watercourse
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:898:also identified in excess of screening criteria in monitoring Surface Low River Tees is the principal
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:7: along the River Tees and the estuary and encourage integrated habitat creation and
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:7: 4 enhance the environmental quality of the River Tees and coastline;
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:14:H4.1 The site is bound to the north by the River Tees (albeit, the boundary of the site is set back from
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:16: Complex under the River Tees to Seal Sands and the wider area.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:16: continuing under the River Tees;
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:16: marshes. streams flow through area to River Tees.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:17: on the River Tees and rail tracks and
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:18: building occupies areas where many of and facilities associated with River Tees
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:19: 2002 – Much of the interior of the area is Further development of the River Tees
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:21: River Tees towards the centre of the site, however as the majority of intrusive locations are trial
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:23:H4.42 The south bank of the River Tees forms the northern boundary of the site and is classified by the
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:23: the surface 60m west of the eastern boundary and 750m southeast of the River Tees. It
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:23: northwest, outfalling into the River Tees. Given the history of the TS4, the possible presence of
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:23: is north north-west toward the River Tees and the North Sea and possibly toward the South
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:25: 19 River Tees Dockyard and associated Infrastructure inclusive of docks, wharfs, warehouses
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:28: River Tees estuary, the site presents a ‘Low to Moderate’ risk to groundwater. Groundwater
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:28: intrusions of the River Tees, the sensitivity of the surface water bodies is considered to be low,
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:28: further dilution and dispersion would likely occur especially when entering the River Tees.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:32:H5.24 The sensitivity of the underlying ground water and the River Tees is considered low.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:36: effect on the receiving watercourse (River Tees) and the underlying groundwater. The surface
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:40: the groundwater and principal surface water feature (River Tees) are considered of low value
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter N - July 2020.pdf:5: significant) on the River Tees estuary.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter N - July 2020.pdf:7: the River Tees Estuary
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter N - July 2020.pdf:8: 15 River Tees Estuary;
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter N - July 2020.pdf:9: River Tees Estuary X-WMF WMF
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter N - July 2020.pdf:12: bank of the River Tees.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter N - July 2020.pdf:17:N4.23 Site 10 involves development of a marine and terrestrial section of the River Tees to the north-
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter N - July 2020.pdf:17: mud, where development of Site 11 along with River Tees occurs. Due to potential loss of these
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix M - July 2020.pdf:7: marks the south-eastern boundary of the Site and the River Tees lies to the northwest.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix M - July 2020.pdf:9: a part of the mud flats on the River Tees until reclamation commenced in the 19th century. No
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter O - July 2020.pdf:5: 10m of the River Tees will be screened and this will involve
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter O - July 2020.pdf:5: any other substances entering the River Tees;
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter O - July 2020.pdf:5: the River Tees;
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter O - July 2020.pdf:5: from the River Tees or utilise directional shielding to prevent
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter O - July 2020.pdf:9: prevent light spill onto the River Tees. Where possible, lighting
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter O - July 2020.pdf:13: a Construction works along the north-western boundary within 10m of the River Tees
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter O - July 2020.pdf:13: entering the River Tees;
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter O - July 2020.pdf:13: River Tees;
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter O - July 2020.pdf:13: away from the River Tees or utilise directional shielding to prevent light spill. Lighting
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter O - July 2020.pdf:15: directional shielding measures to prevent light spill onto the River Tees. Where possible,
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter F - July 2020.pdf:28: Cleveland Coast SSSI, which is in the River Tees. Impacts on this SSSI have, therefore, been
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:7: • River Tees Catchment Flood Management Plan (EA, 2009).
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:10: surface water body (e.g. the sea or River Tees) the peak flow control standards and
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:10: channels which flow directly into the River Tees without any constraints.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:23: main rivers requires a permit. The River Tees is designated as a main river but as
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:25: on the banks of River Tees estuary, 5km to the west of Redcar. The site area excludes four areas
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:25:G4.6 The site is bounded to the north-west by River Tees, with a width of approximately 300 m. The
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:25:G4.7 The site lies within the catchment of the River Tees that lies adjacent to the northern boundary
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:26: Teesport to an outfall on the River Tees.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:32: connectivity with the River Tees, particularly through the tidal flat sands and a potential
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:32: from the Mercia Mudstone secondary B aquifer to the River Tees as the River Tees is likely to
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:32: abstractions are all located on the north side of the River Tees and, due to the hydraulic barrier
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:32: formed by the River Tees, it is unlikely that any of these abstractions have their catchment
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:32:G4.37 The nearest abstraction is tidal and lies on the south bank of the River Tees, downgradient of the
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:32: site. The abstraction on the south bank of the River Tees is for dust suppression and power
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:34: River Tees estuary Under the EA’s Catchment Explorer, as noted in Section G5, the Very high
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:37: groundwater system to the River Tees and other surface water bodies. This may arise from
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:37:G5.8 The proposed development avoids changes to the bank of the River Tees, which limits the
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:37: ground to the River Tees. This may arise from runoff associated with construction activities e.g.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:38: for the very high sensitivity River Tees, the level of effect could be substantial and therefore
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:38: operation is moderate. The site is located adjacent to the River Tees, a very significant
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:40: River Tees Increased risk of No works are planned to the The development will incorporate a
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:40: River Tees Increased runoff to The timing of excavation and The potential effects of the scheme
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:46:G7.3 For the River Tees surface water body, which is of very high sensitivity, the minor magnitude of
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:49:River Tees estuary Increased runoff Very high Moderate adverse Implementation of Drainage Strategy to reduce No significant adverse effect
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:53:River Tees estuary Increased runoff Very high Moderately adverse No additional mitigation measures are No significant effect from
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter B - July 2020.pdf:4: The site is situated immediately south east of the River Tees and it has a river frontage.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter B - July 2020.pdf:4: • North West by the River Tees;
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter B - July 2020.pdf:7: the site, together running along three of its sides and draining into the River Tees via a
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter B - July 2020.pdf:7: an underground outfall to the River Tees. This is shown in greater detail on Figure B2.3 in
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter B - July 2020.pdf:12: Complex under the River Tees to Seal Sands and the wider area.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter B - July 2020.pdf:12: continuing under the River Tees;
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter B - July 2020.pdf:15: The River Tees is located directly to the north of the development site. This is part of the
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter B - July 2020.pdf:15: The river frontage on the northern bank of the River Tees is also designated as part of the
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter B - July 2020.pdf:16: 9 Existing drainage networks and watercourses – the River Tees estuary, Holm Beck
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter B - July 2020.pdf:29: particularly along the River Tees and the estuary and encourage integrated habitat
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter B - July 2020.pdf:29: z enhance the environmental quality of the River Tees and coastline;
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter B - July 2020.pdf:30: 2 Includes Teesport Estate, Teesport Commerce Park and land along the River Tees.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter B - July 2020.pdf:36: the River Tees there are on-site channels and of relevance to the development site is the
R-2020-0357-OOM-Energy and Utilities Strategy.pdf:5: The site is located on the south bank of the River Tees, approximately 4km north-
R-2020-0357-OOM-Energy and Utilities Strategy.pdf:13:located on the south bank of the River Tees, approximately 4km north-east of
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix C - July 2020.pdf:17:is located on the south bank of the River Tees, approximately 7km to the west of
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix C - July 2020.pdf:17:The site is bordered by the River Tees to the north, Smith’s Dock Road to the
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix C - July 2020.pdf:53:The site is located on the south bank of the River Tees, approximately 7km to the
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix C - July 2020.pdf:100:The site is located on the south bank of the River Tees, approximately 7km to the west of Redcar tow
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter M - July 2020.pdf:13: was a part of the mud flats on the River Tees until reclamation commenced in the 19th century.
R-2020-0357-OOM-EA R_2020_0357_OOM 29 October 2020 OFFICIAL.pdf:2:exist on site which are connected to the River Tees. Drainage details have not been
R-2020-0357-OOM-EA R_2020_0357_OOM 29 October 2020 OFFICIAL.pdf:4:Lackenby Channel and the River Tees. The outline proposals suggest that sections of
R-2020-0357-OOM-Design and Access Statement.pdf:4: from the east of Middlesbrough. The site is bound by the River Tees
R-2020-0357-OOM-Design and Access Statement.pdf:6: The site is approximately 174ha (430 acres) and is bound by the River Tees
R-2020-0357-OOM-Design and Access Statement.pdf:14: Photographs 20-29 show the sites proximity to the River Tees. This strip of
R-2020-0357-OOM-South Industrial ES - Vol 1 - Non-Tech Summary - July 2020.pdf:5:1.16 A separate planning application is being prepared by STDC for a quay on the River Tees,
R-2020-0357-OOM-South Industrial ES - Vol 1 - Non-Tech Summary - July 2020.pdf:5:2.3 The site is situated immediately south east of the River Tees and it has a river frontage.
R-2020-0357-OOM-South Industrial ES - Vol 1 - Non-Tech Summary - July 2020.pdf:7:2.10 Key water bodies within and adjacent to the site include the River Tees, the Lackenby Channel
R-2020-0357-OOM-South Industrial ES - Vol 1 - Non-Tech Summary - July 2020.pdf:7: of the River Tees which are considered to have a level of importance.
R-2020-0357-OOM-South Industrial ES - Vol 1 - Non-Tech Summary - July 2020.pdf:8:2.15 The River Tees is located directly to the north of the site. This is part of the Teesmouth and
R-2020-0357-OOM-South Industrial ES - Vol 1 - Non-Tech Summary - July 2020.pdf:15:8.3 The site lies within the catchment of the River Tees. It is also within the catchments of two
R-2020-0357-OOM-South Industrial ES - Vol 1 - Non-Tech Summary - July 2020.pdf:15:8.4 The surface water receptors assessed in this assessment are the River Tees Estuary, Holme Beck
R-2020-0357-OOM-South Industrial ES - Vol 1 - Non-Tech Summary - July 2020.pdf:16: measures, however, the impact on the River Tees and other surface water and ground water
R-2020-0357-OOM-Transport Assessment.pdf:4:The site is located on the south bank of the River Tees, approximately 7km to the
R-2020-0357-OOM-Transport Assessment.pdf:15:is located on the south bank of the River Tees, approximately 7km to the west of
R-2020-0357-OOM-Transport Assessment.pdf:15:The site is bordered by the River Tees to the north, Smith’s Dock Road to the
R-2020-0357-OOM-Transport Assessment.pdf:51:The site is located on the south bank of the River Tees, approximately 7km to the
R-2020-0357-OOM-Transport Assessment.pdf:98:The site is located on the south bank of the River Tees, approximately 7km to the west of Redcar tow
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix F - July 2020.pdf:21:River Tees in addition to land-based development. Arup is assisting with the planning
R-2020-0357-OOM-South Indsutrial Zone SES - Vol 1 - Non Technical Summary.PDF:6:1.18 A separate planning application is being prepared by STDC for a quay on the River Tees,
R-2020-0357-OOM-South Indsutrial Zone SES - Vol 1 - Non Technical Summary.PDF:6:2.3 The site is situated immediately south east of the River Tees and it has a river frontage.
R-2020-0357-OOM-South Indsutrial Zone SES - Vol 1 - Non Technical Summary.PDF:9:2.10 Key water bodies within and adjacent to the site include the River Tees, the Lackenby Channel
R-2020-0357-OOM-South Indsutrial Zone SES - Vol 1 - Non Technical Summary.PDF:9: of the River Tees which are considered to have a level of importance.
R-2020-0357-OOM-South Indsutrial Zone SES - Vol 1 - Non Technical Summary.PDF:10:2.15 The River Tees is located directly to the north of the site. This is part of the Teesmouth and
R-2020-0357-OOM-South Indsutrial Zone SES - Vol 1 - Non Technical Summary.PDF:18:8.3 The site lies within the catchment of the River Tees. It is also within the catchments of two
R-2020-0357-OOM-South Indsutrial Zone SES - Vol 1 - Non Technical Summary.PDF:18:8.4 The surface water receptors assessed in this assessment are the River Tees Estuary, Holme Beck
R-2020-0357-OOM-South Indsutrial Zone SES - Vol 1 - Non Technical Summary.PDF:18: measures, however, the impact on the River Tees and other surface water and ground water
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:5: (BTO). WeBS data was provided for two areas of the River Tees and associated riverbanks
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:11: away from Teesmouth, and the full course of the River Tees up to the Tees Barrage is designated
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:17: to its outfall into the River Tees. There does not appear to be any opportunity for a reverse flow.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:22: SPA, and Ramsar) are reported within the River Tees and along its riverbanks both upstream
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:22:D4.85 The desk study shows otter (Lutra lutra) to be present within the adjacent River Tees. Otter are
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:22: known to be present throughout the River Tees habitat corridor, utilising terrestrial wetland
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:23: water features and associated wetlands are small, isolated from the River Tees, and the water
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:23: located 1.6km north-west of the proposed development site; this is north of the River Tees, and
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:23:D4.94 The River Tees supports the foraging efforts of harbour seal and grey seal (Halichoerus grypus).
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:23:D4.96 The River Tees supports the migration of salmon (Salmo salar) and brown trout (Salmo trutta).
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:25: SPA north-western boundary (River Tees).
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:25: Ramsar north-west, on the opposite bank of the River Tees.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:25: SSSI north-western boundary (River Tees).
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:26: Otter Local Otter are present within the River Tees, however the
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:26: utilise the River Tees for foraging. The proposed
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:26: development could impact upon the River Tees.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:26: Migratory Fish Local Salmon and brown trout utilise the River Tees for
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:26: upon the River Tees.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:29: site within 10m or less of the River Tees are to be screened, to reduce the visual and
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:29: features that utilise the River Tees for foraging and commuting. Screening will involve
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:29: River Tees. The CEMP will be reviewed by a Suitably Qualified Ecologist (SQE);
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:29: disturbance of known contaminated land, will be directed away from the River Tees.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:29: Measures to ensure contaminated substances do not reach the River Tees will be
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:29: iv. Any lighting of the construction area is to be directed away from the River Tees or
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:29: the River Tees.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:31: influence from the River Tees is still prevalent (albeit at a reduced rate due to impoundment of
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:31: heavily modified watercourses, such as the River Tees.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:36: away from the River Tees or areas of potential foraging habitat within or adjacent to
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:36: species utilises the River Tees for foraging and commuting, however there is no suitable holting
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:36: site within 10m of less of the River Tees are to be screened, to reduce the visual and
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:36: noise impacts upon otter that utilise the River Tees for foraging and commuting.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:37: utilise the River Tees for foraging and commuting.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:37: site within 10m of less of the River Tees are to be screened, to reduce the visual and
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:37: noise impacts upon otter that utilise the River Tees for foraging and commuting.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:37: present within the River Tees as a result of indirect effects from construction of the proposed
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:37: relating to construction from entering the River Tees. This document will be reviewed
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:39: and Cleveland environment during dust, and other construction-related negative liquids away from River Tees during effect
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:39: Coast SPA and construction substances entering River Tees. effect at an construction and operation.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:39: entering the River Tees.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:39: Increased light-spill Illumination of River Tees by unshielded Moderate Directional lighting during construction Negligible
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:39: environment during operation. effect at an reduce light spill onto the River Tees.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:39: and Cleveland environment during dust, and other construction-related negative liquids away from River Tees during effect
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:39: Coast SSSI construction substances entering River Tees. effect at a construction and operation.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:39: entering the River Tees.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:39: Increased light-spill Illumination of River Tees by unshielded Moderate Directional lighting during construction Negligible
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:39: environment during operation. effect at a reduce light spill onto the River Tees.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:40: modified rivers (such as the River Tees) and
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:42: utilising riverine construction and operation of the negative occurring within 10m of the River Tees effect
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:42: upon otters present in the River Tees. local level; visual and noise impacts upon the river.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:43: Mammals mammals utilising construction and operation of the negative occurring within 10m of the River Tees effect
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:43: the River Tees.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:43: Migratory Fish Potential harm of Pollution of the River Tees as a result of Minor Employment of CEMP during construction Negligible
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter J - July 2020.pdf:16: site, nearest to the River Tees. This will rise across the site to accommodate a cut and fill neutral
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter J - July 2020.pdf:19: the River Tees (based on EA LiDAR).
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter I - July 2020.pdf:20: River Tees in both Stockton-on-Tees and Redcar and Cleveland, including the application site.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:28: area on the south bank of the River Tees, near Redcar. The chapter will comprise an
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:29: and comprises brownfield land at the River Tees estuary, located 5km to the west of Redcar.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:29: The site lies within the catchment of the River Tees that lies adjacent to the northern
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:29: channels discharge to the River Tees. The 1m Lidar DTM shows the elevations at the site are
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:30: dimension which conveys flows below Teesport to an outfall on the River Tees.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:31: River Tees estuary and lies directly adjacent to the north of the site. This is in place to
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:32: that was raised and reclaimed from the River Tees and the sea around the 1930s/40s, to
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:40: The nature of the channel outfalls into the River Tees is unknown. If these are not flapped or
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:51: to an outfall on the River Tees.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:51: the downstream culvert into the River Tees particularly when under tidal influence.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:53: low-lying land surrounding it there is the Tidal River Tees flood alert area (code
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:53: 121WAT926). The monitoring station for this area is the River Tees at Tees Dock, station ID
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:54: requires a permit. The River Tees is designated as a main river but as the other
R-2020-0357-OOM-Planning Statement - July 2020.pdf:4:1.11 A separate planning application is being prepared by STDC for a quay on the River Tees,
R-2020-0357-OOM-Planning Statement - July 2020.pdf:6:2.3 The site is situated immediately south east of the River Tees and it has a river frontage.
R-2020-0357-OOM-Planning Statement - July 2020.pdf:6: • North West by the River Tees;
R-2020-0357-OOM-Planning Statement - July 2020.pdf:8: site, together running along three of its sides and draining into the River Tees via a drainage cut
R-2020-0357-OOM-Planning Statement - July 2020.pdf:8: outfall to the River Tees. In addition, there are three informal ponds on this part of the site (one
R-2020-0357-OOM-Planning Statement - July 2020.pdf:9: continuing under the River Tees;
R-2020-0357-OOM-Planning Statement - July 2020.pdf:19: particularly along the River Tees and the estuary and encourage integrated habitat
R-2020-0357-OOM-Planning Statement - July 2020.pdf:19: • enhance the environmental quality of the River Tees and coastline;
R-2020-0357-OOM-Planning Statement - July 2020.pdf:20: 2 Includes Teesport Estate, Teesport Commerce Park and land along the River Tees.
R-2020-0357-OOM-Planning Statement - July 2020.pdf:30: the River Tees there are on-site channels and of relevance to the development site is the
R-2020-0357-OOM-Planning Statement - July 2020.pdf:31: away from Teesmouth, and the full course of the River Tees up to the Tees Barrage is designated
R-2020-0357-OOM-Planning Statement - July 2020.pdf:35: water body (e.g. the sea or River Tees) the peak flow control standards and volume control
R-2020-0357-OOM-Planning Statement - July 2020.pdf:35: the River Tees without any constraints.
R-2020-0357-OOM-Planning Statement - July 2020.pdf:39:5.61 The application site was a part of the mud flats on the River Tees until reclamation commenced
R-2020-0357-OOM-Planning Statement - July 2020.pdf:47: Complex under the River Tees to Seal Sands and the wider area.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix B - July 2020.pdf:3: and a conveyor belt leading to a small quay on the River Tees, which is itself outwith the
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter A - July 2020.pdf:4:A1.14 A separate planning application is being prepared by STDC for a quay on the River Tees,
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter A - July 2020.pdf:14: on the south bank of the River Tees.
R-2020-0357-OOM-Officer report.pdf:8:watercourses exist on site which are connected to the River Tees. Drainage
R-2020-0357-OOM-Officer report.pdf:10:exists between the Lackenby Channel and the River Tees. The outline
R-2020-0357-OOM-Officer report.pdf:40:south east of the River Tees and it has a river frontage.
R-2020-0357-OOM-Officer report.pdf:40:The site is immediately bounded to the North West by the River Tees, North
R-2020-0357-OOM-Officer report.pdf:51: River Tees, however the
R-2020-0357-OOM-Officer report.pdf:51: River Tees for foraging. The
R-2020-0357-OOM-Officer report.pdf:51: impact upon the River Tees.
R-2020-0357-OOM-Officer report.pdf:51: the River Tees for migration.
R-2020-0357-OOM-Officer report.pdf:52: impact upon the River Tees.
R-2020-0357-OOM-Officer report.pdf:53:development site within 10m or less of the River Tees are to be screened, to
R-2020-0357-OOM-Officer report.pdf:53:Coast SSSI and the designated features that utilise the River Tees for
R-2020-0357-OOM-Officer report.pdf:53:to construction from entering the River Tees. The CEMP will be reviewed by a
R-2020-0357-OOM-Officer report.pdf:53:the River Tees. Measures to ensure contaminated substances do not reach
R-2020-0357-OOM-Officer report.pdf:53:the River Tees will be outlined within the CEMP; and
R-2020-0357-OOM-Officer report.pdf:53:spill onto the River Tees.
R-2020-0357-OOM-Officer report.pdf:78:groundwater and principal surface water feature (River Tees) are considered
R-2020-0357-OOM-Officer report.pdf:80:pockets located in Middlesbrough but also along the banks of the River Tees
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter L - July 2020.pdf:25: which form a more subtle transition into the Vale of Mowbray and beyond. The River Tees
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter L - July 2020.pdf:25:L4.12 To the north of the site, the River Tees passes through this industrial landscape, with hard edged
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter L - July 2020.pdf:36: development. Seascape views of the coastline to the east and glimpses of the estuary and River Tees add
R-2020-0357-OOM-South Industrial Zone SES - Vol 3 - Technical Appendices (Section 3).PDF:42: north by the River Tees, to the east by the A171 Cargo Feet Lane corridor, to the south by
R-2020-0357-OOM-South Industrial Zone SES - Vol 3 - Technical Appendices (Section 3).PDF:42: Middlesbrough bounded by the River Tees to the north and Borough Road and
R-2020-0357-OOM-South Industrial Zone SES - Vol 3 - Technical Appendices (Section 3).PDF:56: bank of the River Tees, approximately 7.0km to the west of Redcar town centre and 4.5km
R-2020-0357-OOM-South Industrial Zone SES - Vol 3 - Technical Appendices (Section 3).PDF:56: The site is bordered by the River Tees to the north, Smith’s Dock Road to the west, local
R-2020-0357-OOM-South Industrial Zone SES - Vol 3 - Technical Appendices (Section 3).PDF:64: Middlesbrough bounded by the River Tees to the north and Borough Road and
R-2020-0357-OOM-South Industrial Zone SES - Vol 3 - Technical Appendices (Section 3).PDF:1194: • Is located on the south bank of the River Tees, approximately 7km to the west of Redcar town
R-2020-0357-OOM-South Industrial Zone SES - Vol 2 - Supplementary Environmental Statement.PDF:15: Organisation Organisation. It is down to the applicant to the River Tees
R-2020-0357-OOM-South Industrial Zone SES - Vol 2 - Supplementary Environmental Statement.PDF:72: 15 River Tees Estuary;
R-2020-0357-OOM-South Industrial Zone SES - Vol 2 - Supplementary Environmental Statement.PDF:73: River Tees Estuary X-WMF WMF
R-2020-0357-OOM-Habitats Regulation Assessment.pdf:18:• no development will take place within the River Tees channel, with all
R-2020-0357-OOM-Habitats Regulation Assessment.pdf:18: adjacent sections of the River Tees (which forms part of the Teesmouth and
R-2020-0357-OOM-Habitats Regulation Assessment.pdf:21: Beck, Old River Tees, The Fleet and Stainsby Beck watercourses within the
R-2020-0357-OOM-Habitats Regulation Assessment.pdf:29:adjacent River Tees and thus the Teesmouth and Cleveland Coast SPA and
R-2020-0357-OOM-Habitats Regulation Assessment.pdf:29:River Tees. The likelihood of a pollution/spillage event affecting the River Tees
R-2020-0357-OOM-Habitats Regulation Assessment.pdf:29:distance of the works from the River Tees.
R-2020-0357-OOM-Habitats Regulation Assessment.pdf:33:common redshank have been recorded on sections of the River Tees close to the
R-2020-0357-OOM-Habitats Regulation Assessment.pdf:42:within the River Tees close to the proposed development site (Figure 2).
R-2020-0357-OOM-Habitats Regulation Assessment.pdf:43:Table 4: Results of noise assessment within the River Tees
R-2020-0357-OOM-Habitats Regulation Assessment.pdf:43:The data demonstrates that construction noise levels within the River Tees (and
R-2020-0357-OOM-ApplicationFormRedacted.pdf:1:•North West by the River Tees;
R-2020-0357-OOM-South Industrial Zone SES - Vol 3 - Technical Appendices (Section 1).PDF:3: south bank of the River Tees.
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:18: NZ54312145, Figure 2-1. The River Tees is located approximately 1.2km to the north
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:23: of the population centred around the River Tees and Teesmouth.
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:24: a) to the south of the River Tees - the land located around Teesport, Smiths Dock
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:24: b) to the north of the River Tees - the land located around the Graythorp and
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:24: c) to the north of the River Tees - the land located around the Port Clarence,
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:60: locations north of the River Tees (INCA, 2018). Otters are known to occupy large home
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:92: z. enhance the environmental quality of the River Tees and coastline;
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:93: d) to the south of the River Tees - the land located around Teesport, Smiths Dock
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:101: • Industry dominates area to the east along the River Tees;
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:101: The River Tees runs along the southern boundary of this area where it exits land at Tees
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:101: This area is located on the north bank of the River Tees, with a contrasting mix of
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:104: Large scale industrial landscape, on the north and south banks of the River Tees, with
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:105: occupies both the north and south bank of the River Tees, and is characterised by large
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:106: The River Tees corridor is located approximately 1.2km to the north of the site and
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:106: located immediately north of the site. The route follows the north bank of the River Tees
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:106: River Tees from Cumbria to the Coast.
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:110: VP9: River Tees VP situated at the crest of the River Tees Represents receptors visiting the viewpoint. VP9, fig. 7.1
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:112: Coast Path (ECP) Road on the north side of the River Tees. multipurpose trail. The development will
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:114: existing context of the large scale industrial landscape of the River Tees corridor. As a
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:117: character of the River Tees Estuary. The towns of Middlesbrough and Redcar have a
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:117: of the River Tees, with some of the residential areas concerned emerging as a result of
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:121: • River Tees Catchment Flood Management Plan (EA, 2009).
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:125: River Tees Under the EA’s Catchment Explorer, whilst the Tees Very high
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:126: Due to the likely extent of dilution occurring within the River Tees at the locations of
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:129: The major water body in the local area is the River Tees, which lies 1.8 km to the north
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:129: The flow in the River Tees is monitored further upstream beyond the Tees Barrage,
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:130: The site close to the River Tees estuary but nonetheless has low risk for surface water
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:132: hydraulic connectivity with the River Tees where these water tables lie within Made
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:132: abstractions are all located on the north side of the River Tees and, due to the hydraulic
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:132: barrier formed by the River Tees, it is unlikely that any of these abstractions have their
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:132: Similarly, the nearest surface water abstraction lies on the north side of the River Tees,
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:132: The remaining abstraction is tidal and lies on the south bank of the River Tees,
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:132: downgradient of the site. The abstraction on the south bank of the River Tees is for
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:134: As such, for the River Tees surface water body, which is of very high sensitivity, without
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:137: even for the very high sensitivity River Tees, the level of effect would be slight, and not
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:137: magnitude of change for water quality for even the very high sensitivity River Tees
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:138: addition, the installation of new land drains will ultimately discharge to the River Tees.
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:138: River Tees Increased risk of The development will incorporate a Drainage
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:139: River Tees Increased runoff The potential effects of the scheme have been
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:143: River Tees Increased Very high Moderate adverse Implementation of Drainage Strategy to reduce No significant effect
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:146:River Tees Increased Very high Slight adverse It is expected that embedded mitigation measures No significant effect
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:152: Local Flood Zone 2/3 extents are contained within the estuarine River Tees channel to
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:172: to the marshy edge of the River Tees. Field names recorded on the first edition Ordnance
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:173: the southern bank of the River Tees on an embankment, creating a southern limit for the
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:181: The proposed site to be developed lies on the South Bank of the River Tees, in a highly
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:183: based development surrounding the River Tees since the early 19th Century. The South
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:185: industrial, especially around the south bank of the river Tees. This damages the
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:188: follows the River Tees for much of its 98 mile course. The path lies to the north of the
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:193: on the South Bank of the River Tees, 6km upstream from the North Sea, provides
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:223: a short stretch of the A66. It crosses the River Tees into Portrack and heads
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:223: vicinity of the site, Route 65 begins on the south side of the River Tees at A178
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:240: dock at Teeside on the south bank of the River Tees.
R-2019-0767-OOM-Figure 7-7 ZTV DSM 15km Combined.pdf:1: ( (2 VP9: River Tees Viewpoint
R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf:6:south bank of the River Tees. There is no evidence of Prehistoric or Roman activity
R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf:8:bank of the River Tees, at NZ 544 213 (Figure 1). It comprises a rectangular plot
R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf:8:mark of the River Tees prior to extensive land reclamation from the mid-19th century
R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf:11:ran down to the marshy edge of the River Tees. Field names recorded on the first
R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf:11: of the River Tees on an embankment and effectively created a southern limit
R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf:28: of a Realigned Crossing for the River Tees. Teesside Environmental
R-2019-0767-OOM-2019s0951 Ecology Report.pdf:1:include the River Tees, Tees Dock and the Drainage Cut (1.2km at closest point). The tidal
R-2019-0767-OOM-Appendix D Landscape and Visual Impact Tables.pdf:11:River Tees Viewpoint Change of Effect
R-2019-0767-OOM-Appendix D Landscape and Visual Impact Tables.pdf:12:River Tees Viewpoint Change of Effect
R-2019-0767-OOM-R-2019-0767-OOM-Archaeological Advice - Grangetown ERF R-2019-0767-OOM.pdf:1:the River Tees, on a site of c. 10 hectares, centred on approximate grid reference NZ 544
R-2019-0767-OOM-20191201 ERF Planning DAS_Issued.pdf:13: River Tees and approximately 4miles to the north east of Middlesbrough Town centre (National Grid
R-2019-0767-OOM-20191201 ERF Planning DAS_Issued.pdf:19: around the River Tees and Teesmouth.
R-2019-0767-OOM-20191201 ERF Planning DAS_Issued.pdf:29: • south of the River Tees - land located around Teesport, Smiths Dock Road and the
R-2019-0767-OOM-20191201 ERF Planning DAS_Issued.pdf:29: • to the north of the River Tees - the land located around the Graythorp and Haverton
R-2019-0767-OOM-20191201 ERF Planning DAS_Issued.pdf:29: • to the north of the River Tees - the land located around the Port Clarence, Cowpen
R-2019-0767-OOM-Figure 7-11 ZTV DSM 15km Buildings.pdf:1: ( (2 VP9: River Tees Viewpoint
R-2019-0767-OOM-Figure 7-6 ZTV DTM 15km Combined.pdf:1: ( (2 VP9: River Tees Viewpoint
R-2019-0767-OOM-Chapter 13 Grangetown Prairie Transport Statement.pdf:5: River Tees and is located north of Grangetown, approximately 6.5km to the northeast of
R-2019-0767-OOM-Chapter 13 Grangetown Prairie Transport Statement.pdf:12: stretch of the A66. It crosses the River Tees into Portrack and heads north up the
R-2019-0767-OOM-Chapter 13 Grangetown Prairie Transport Statement.pdf:12: begins on the south side of the River Tees at A178 Durham Street and heads
R-2019-0767-OOM-Chapter 13 Grangetown Prairie Transport Statement.pdf:31: creation of a world-class industrial park on the River Tees and is located north of
R-2019-0767-OOM-Figure 7-9 ZTV DSM 15km Stack.pdf:1: ( (2 VP9: River Tees Viewpoint
R-2019-0767-OOM-Figure 7-1 Viewpoint Assessment Sheets.pdf:12: Existing Electricity Transmission Pylons and lines over the River Tees - approx. height
R-2019-0767-OOM-Figure 7-1 Viewpoint Assessment Sheets.pdf:19: Viewpoint 9: River Tees Viewpoint
R-2019-0767-OOM-Figure 7-1 Viewpoint Assessment Sheets.pdf:20: This is a representative view from the River Tees Viewpoint, facing east, north-east, from a section of
R-2019-0767-OOM-Figure 7-1 Viewpoint Assessment Sheets.pdf:20: Tees Viewpoint is located on the south bank of the River Tees and is a former spoil mound that has been assessed based on the precautionary principle for guidance purposes only.
R-2019-0767-OOM-Figure 7-1 Viewpoint Assessment Sheets.pdf:20: Viewpoint 9: River Tees Viewpoint
R-2019-0767-OOM-Figure 7-1 Viewpoint Assessment Sheets.pdf:38: River Tees and the industry that proliferates along its southern and northern banks . At this elevation, the
R-2019-0767-OOM-Figure 7-1 Viewpoint Assessment Sheets.pdf:40: the River Tees. The proliferation of electricity pylons and cables across the view as well as the chimneys,
R-2019-0767-OOM-Figure 7-1 Viewpoint Assessment Sheets.pdf:42: River Tees Viewpoint (on the
R-2019-0767-OOM-Figure 7-1 Viewpoint Assessment Sheets.pdf:42: possible use for livestock. The wooded slopes of the River Tees viewpoint, located on the southern bank of
R-2019-0767-OOM-Figure 7-8 ZTV DTM 15km Stack.pdf:1: ( (2 VP9: River Tees Viewpoint
R-2019-0767-OOM-officer report.pdf:15:south bank of the River Tees, on a site of c. 10 hectares, centred on
R-2019-0767-OOM-officer report.pdf:29: The River Tees is located approximately 1.2km to the north of the
R-2019-0767-OOM-officer report.pdf:38:several locations north of the River Tees (INCA, 2018). Otters are known to
R-2019-0767-OOM-officer report.pdf:48: context of the large-scale industrial landscape of the River Tees corridor.
R-2019-0767-OOM-officer report.pdf:51:groundwater inputs making upriver flow. The ES identifies the River Tees as
R-2019-0767-OOM-officer report.pdf:53:the River Tees. The ES sets out the environmental measures have been
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:9: Local Flood Zone 2/3 extents are contained within the estuarine River Tees channel to the
R-2019-0767-OOM-Figure 7-10 ZTV DTM 15km Buildings.pdf:1: ( (2 VP9: River Tees Viewpoint
R-2021-0831-CD-63262 - Teesworks Environment and Biodiversity Strategy May 2022.PDF:19: watercourses on-site and a relocated outfall to the River Tees. Any proposals regarding the
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:6:TS10 5QW). South Bank is the western most point of Teesworks. Sitting on the banks of the River Tees, the
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:6:TS10 5QW). South Bank is the western most point of Teesworks. Sitting on the banks of the River Tees, the
R-2021-0057-VC-FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.PDF:5:mounds location (left) and River Tees headwall (right) 3
R-2021-0057-VC-FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.PDF:6: Holme Beck Channel and ultimately to the River Tees via the existing headwall.
R-2021-0057-VC-FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.PDF:8: would then outfall to the River Tees via the existing headwall. Whilst unrestricted
R-2021-0057-VC-FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.PDF:8: discharge could be permitted to the tidal River Tees, it is considered more appropriate to
R-2021-0057-VC-FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.PDF:8: AEP greenfield runoff rate. Images of the former Holme Beck Channel and River Tees
R-2021-0057-VC-FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.PDF:8: Bank storage mounds location (left) and River Tees headwall (right)
R-2021-0057-VC-FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.PDF:10: ultimately to the River Tees via the existing headwall. Given the close proximity of the
R-2021-0057-VC-FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.PDF:10: permits required to discharge to the River Tees are in place prior to the commencement of
R-2020-0743-CD-Redcar - MPA Area Summary.pdf:3: River Tees Estuary (SSSI)
R-2020-0743-CD-Redcar - MPA Area Summary.pdf:6:• Groundwater flow appears to be towards River Tees
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:9:into the River Tees a short distance north of the site.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:16:adjoins a tidal section of the River Tees and therefore there is the potential for saline intrusion into the
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:16:discharges from the site to the Teesmouth and Cleveland Coast SPA and RAMSAR via the River Tees are
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:16:likely to be limited by tidal exchange and the large volume of the River Tees receiving water. This is in line with
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:44:The surrounding land is principally industrial land related to port activities on the River Tees (which runs
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:9:into the River Tees a short distance north of the site.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:16:adjoins a tidal section of the River Tees and therefore there is the potential for saline intrusion into the
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:16:discharges from the site to the Teesmouth and Cleveland Coast SPA and RAMSAR via the River Tees are
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:16:likely to be limited by tidal exchange and the large volume of the River Tees receiving water. This is in line with
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:44:The surrounding land is principally industrial land related to port activities on the River Tees (which runs
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:9:channels are tidal and discharge into the River Tees a short distance north of the site.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:31:To mitigate against significant adverse effects to wintering birds within the SLEMS and the River Tees
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:9:into the River Tees a short distance north of the site.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:14:most sensitive aquifer unit at the site and shows an indicative flow direction to the north and the River Tees.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:22:adjoins a tidal section of the River Tees and therefore there is the potential for saline intrusion into the
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:22:discharges from the site to the Teesmouth and Cleveland Coast SPA and RAMSAR via the River Tees are
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:22:likely to be limited by tidal exchange and the large volume of the River Tees receiving water. This is in line with
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:38:a northerly component towards the River Tees and potentially the Lackenby Channel. Based on the current
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:38:metals, ammoniacal nitrogen, PAH and phenol, that groundwater flow is potentially towards the River tees and
R-2023-0224-CD-50134151_1_CPP.pdf:10:within the Grangetown Prairie Zone. It lies 1.2 km south of the River Tees and approximately 6.5 km to the
R-2023-0224-CD-50134216_1_CEMP.pdf:6:south of the River Tees and approximately 6.5 km to the north east of Middlesbrough Town centre.
R-2023-0224-CD-50134216_1_CEMP.pdf:13:The major water body in the local area is the River Tees, which lies 1.8 km to the north of the site, with a
R-2023-0224-CD-50134216_1_CEMP.pdf:13:pollution of the water courses, culverts or drainage ditches which serve the River Tees. This shall include
R-2023-0224-CD-50134216_1_CEMP.pdf:14: No discharge or dewatering to River Tees or any other water body or
R-2023-0224-CD-50134216_1_CEMP.pdf:23:protected species, particularly those protected species related to River Tees.
R-2023-0224-CD-P20-1004 Grangetown Prairie shadow HRA.pdf:7: • The HRA needs to consider deposition to the River Tees and estuary and nutrient enrichment of
R-2023-0224-CD-P20-1004 Grangetown Prairie shadow HRA.pdf:12: downstream the River Tees discharges to the open sea, at which point dilution, mixing and
R-2023-0224-CD-P20-1004 Grangetown Prairie shadow HRA.pdf:71: Nitrogen deposition to the River Tees and Tees Estuary
R-2023-0224-CD-P20-1004 Grangetown Prairie shadow HRA.pdf:71: to consider nitrogen deposition to the River Tees and Tees Estuary. Their concern was that nitrogen
R-2023-0224-CD-ECL.007.04.01CEMP-ANNEX.4 Issue 2 COMPRESSED.pdf:11: the River Tees.
R-2023-0224-CD-1425_PL100_B - Site Location Plan.pdf:1: River Tees
R-2023-0224-CD-ECL.007.04.01_ADM - Issue 1a (3 of 3).pdf:61: • The HRA needs to consider deposition to the River Tees and estuary and nutrient enrichment of
R-2023-0224-CD-ECL.007.04.01_ADM - Issue 1a (3 of 3).pdf:66: downstream the River Tees discharges to the open sea, at which point dilution, mixing and
R-2023-0224-CD-ECL.007.04.01_ADM - Issue 1a (3 of 3).pdf:124: downstream the River Tees discharges to the open sea, at which point dilution, mixing and
R-2023-0224-CD-ECL.007.04.01_ADM - Issue 1a (3 of 3).pdf:124: there is a low likelihood of pollutants, including silt, reaching the River Tees, which is
R-2023-0224-CD-ECL.007.04.01_ADM - Issue 1a (3 of 3).pdf:154: Nitrogen deposition to the River Tees and Tees Estuary
R-2023-0224-CD-ECL.007.04.01_ADM - Issue 1a (3 of 3).pdf:154: assessment needs to consider nitrogen deposition to the River Tees and Tees Estuary. Their
R-2023-0224-CD-ECL.007.04.01_ADM - Issue 1a (3 of 3).pdf:167: Nitrogen deposition to the River Tees and Tees Estuary
R-2023-0224-CD-ECL.007.04.01_ADM - Issue 1a (3 of 3).pdf:167: to consider nitrogen deposition to the River Tees and Tees Estuary. Their concern was that nitrogen
R-2023-0224-CD-P20-1004 Grangetown Prairie Air Quality Impacts on SSSI.pdf:7: downstream the River Tees discharges to the open sea, at which point dilution, mixing and
R-2023-0224-CD-P20-1004 Grangetown Prairie Air Quality Impacts on SSSI.pdf:7: there is a low likelihood of pollutants, including silt, reaching the River Tees, which is
R-2023-0224-CD-P20-1004 Grangetown Prairie Air Quality Impacts on SSSI.pdf:37: Nitrogen deposition to the River Tees and Tees Estuary
R-2023-0224-CD-P20-1004 Grangetown Prairie Air Quality Impacts on SSSI.pdf:37: assessment needs to consider nitrogen deposition to the River Tees and Tees Estuary. Their
R-2023-0224-CD-ECL.007.04.01CEMP-ANNEX.2 Issue 2 COMPRESSED.pdf:11: the River Tees.
R-2023-0247-OOM-TV_BAF_Landscape_and_Visual_Appraisal_Part_1of2.pdf:8: Grangetown Prairie Zone. It is located approximately 1.5 km from the River Tees to
R-2023-0247-OOM-TV_BAF_Landscape_and_Visual_Appraisal_Part_1of2.pdf:13: industrial landscape to the south of the River Tees and a brownfield site adjacent
R-2023-0247-OOM-TV_BAF_Landscape_and_Visual_Appraisal_Part_1of2.pdf:16: • Industry dominates area to the east along the River Tees;
R-2023-0247-OOM-TV_BAF_Landscape_and_Visual_Appraisal_Part_1of2.pdf:17:3.21 This area is located on the north bank of the River Tees up to where it meets the
R-2023-0247-OOM-TV_BAF_Landscape_and_Visual_Appraisal_Part_1of2.pdf:25:6.11 This character area occupies the area north of the River Tees. Only exceptionally
R-2023-0247-OOM-TV_BAF_Landscape_and_Visual_Appraisal_Part_1of2.pdf:26: to the River Tees, these are served by a series of jetties and docks. There are also
R-2023-0247-OOM-TV_BAF_Landscape_and_Visual_Appraisal_Part_1of2.pdf:32: cooling towers to the large scale industrial landscape north of the River Tees.
R-2023-0247-OOM-TV_BAF_Landscape_and_Visual_Appraisal_Part_1of2.pdf:47: z. enhance the environmental quality of the River Tees and coastline;…”
R-2023-0247-OOM-TV_BAF_Landscape_and_Visual_Appraisal_Part_1of2.pdf:48: facilities including the area to the south of the River Tees.
R-2023-0247-OOM-TV_BAF_Noise_Impact_Assessment.pdf:7: Prairie Zone. It is located approximately 1.5 km from the River Tees to the north, around 6.5 km to
R-2023-0247-OOM-TV_BAF_Heritage_Statement_Part_1of2.pdf:6: 1.5 km from the River Tees to the north, around 6.5 km to the north east of
R-2023-0247-OOM-TV_BAF_Heritage_Statement_Part_1of2.pdf:12: fields ran down to the marshy edge of the River Tees. Field names recorded on
R-2023-0247-OOM-TV_BAF_Heritage_Statement_Part_1of2.pdf:24: EV6 745 River Tees Crossing, Teesside
R-2023-0247-OOM-TV_BAF_Heritage_Statement_Part_1of2.pdf:24: EV7 881 River Tees Crossing
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:7: Zone. It is located approximately 1.5 km from the River Tees to the north, around 6.5 km to the
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:13:Grangetown Prairie site. The River Tees is located to the north of the site and runs eastwards. Arcadis
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:14: Channels, which in turn drain to the River Tees. Holme Beck and Knitting Wife Beck were both noted by
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:14: The River Tees is located approximately 1.6 km northwest of the site, and is classified by the EA as being
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:18: draining to the River Tees via the Cleveland and Lackenby Channels. Holme Beck is
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:18: The River Tees, located 1.6 km northwest of the site at its closest point. Classified
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:18: (River Tees)
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:28: influenced by local ground conditions. The River Tees is located to the north of the site and flows to
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:36: (Holme Beck, Knitting to the River Tees via the Cleveland and Lackenby Channels. Holme Beck is
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:36: The River Tees, located 1.64 km northwest of the site at its closest point. Classified
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:36: (River Tees)
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:6:2.3 The BA Facility site is located approximately 1.5 km from the River Tees to the
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:14: watercourses flow into the River Tees, which is situated approximately 1.6 km to
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:91: • The potential impact to the River Tees Estuary is considered to be negligible
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:91: River Tees and other surface water receptors.
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:8: Prairie Zone. It is located approximately 1.5 km from the River Tees to the north, around 6.5 km
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:10: Both watercourses flow north into the River Tees which is situated approximately 1.5 km
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:10: northwest of the site. The River Tees flows in a north-easterly direction converging with the Tees
R-2023-0247-OOM-TV_BAF_Planning_and_Design_Statement.pdf:36: • south of the River Tees - land located around Teesport, Smiths Dock Road
R-2023-0247-OOM-TV_BAF_Shadow_HRA.pdf:11: 300m west of the site and flows north, discharging into the River Tees.
R-2023-0247-OOM-TV_BAF_Shadow_HRA.pdf:19: River Tees. This presents a potential impact pathway allowing polluted water,
R-2023-0247-OOM-TV_BAF_Shadow_HRA.pdf:26: facility will travel along the A178 north of the River Tees. This is because the
R-2023-0247-OOM-TV_BAF_Shadow_HRA.pdf:26: route across the River Tees on the A178 requires the use of the Tees
R-2023-0247-OOM-TV_BAF_Shadow_HRA.pdf:26: from HGV traffic north of the River Tees. Traffic emissions on the A1085
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_2of2.pdf:14: VP9: River Tees Viewpoint
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_2of2.pdf:15: VP9: River Tees Viewpoint
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_2of2.pdf:16: VP9: River Tees Viewpoint
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_2of2.pdf:17: ( (2 VP9: River Tees Viewpoint
R-2023-0247-OOM-TV_BAF_Transport_Statement.pdf:8: Prairie Zone. It is located approximately 1.5 km from the River Tees to the north, around 6.5 km
R-2023-0247-OOM-TV_BAF_Transport_Statement.pdf:13: northward on Birchington Avenue and follows a short stretch of the A66. It crosses the River Tees
R-2023-0247-OOM-TV_BAF_Transport_Statement.pdf:13: River Tees at A178 Durham Street and heads southward along Abingdon Road. It continues along
R-2023-0247-OOM-TV_BAF_Ecological_Impact_Assessment.pdf:8: Prairie Zone. It is located approximately 1.5 km from the River Tees to the north, around 6.5 km
R-2023-0247-OOM-TV_BAF_Air_Quality_Assessment.pdf:22: 200 m of the A1085 east of the Proposed Development and the A178 north of the River Tees. No
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:7: Cleveland Channel (Knitting Wife Beck) which ultimately outfalls to the River Tees
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:9: permitted to the tidal River Tees, it is considered more appropriate to restrict runoff to
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:11: ultimately discharges to the River Tees approximately 1km to the north west of the site. It
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:11: permits required to discharge to the River Tees are in place prior to the commencement of
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter J - LVIA - Dec 2020.pdf:26: more subtle transition into the Vale of Mowbray and beyond. The River Tees meanders through
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter J - LVIA - Dec 2020.pdf:27:J4.17 Further to the north of the site and beyond the industrial land, the River Tees passes through
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:10: along the River Tees and the estuary and encourage integrated habitat creation and
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:10: 4 enhance the environmental quality of the River Tees and coastline; and
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:19: into Lackenby Channel and then the River Tees.
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:24: the Lackenby Channel into the River Tees which is classified by the EA as a Main River.
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:38: and principal surface water feature (River Tees) are considered of low value and hence
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:13: 1.1.2 The Redcar Work s borders the River Tees in the west and the coastal
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:13: bordered by the rail line to the south east and the River Tees to the west (See
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:23: groundwater flow is north north-west toward the River Tees and the North Sea and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:24: 3.3.10 Redcar is bound to the west by the River Tees and to the north by the
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:25: 200) from the River Tees, possibly affecting the coal and ore stocking ground.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:26: Surface water River Tees Medium The River Tees borders the north western
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:74: River Tees.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:78: and 1,830m to the south east of the River Tees. A number of st reams crossed the
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:79: Surface water River Tees Low Lackenby Works is situated 1,830m to the
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:79: south east of the River Tees. One
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:97: 3 ü Iron ore and coal Accidental spillages into River Tees during
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:98: be as a result of tidal influences from the River Tees, however the method used to
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:98: north to the River Tees and Tees Dock. The site geology and hydrogeology is
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:99: 5.3.10 The Cleveland Works is bounded by the River Tees in the west but no
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:99: discharged to the River Tees. As the SLEMs is unlined, infiltration to ground would
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:99: the River Tees at Release Point W1 as shown on Figure 2. Both W5 and W1 are
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:99: River Tees and is located approximately 900m west of the South Bank Cok e Ovens .
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:100: Surface water River Tees Moderate The River Tees borders the western part
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:100: into the River Tees , one from the SLEMS
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:100: and Wetlands groundwater flow toward River Tees . The
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:144: groundwater towards the River Tees;
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:146: 15AB1) and Cleveland (max 10m 3AB2) close to the River Tees where historic
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:146: Beck . At the By-P roducts area which is closer to the River Tees, groundwater
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:146: westward movement of groundwater towards the River Tees.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:148: water prior to consented discharge in the River Tees.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:184: north-east and the River Tees estuary to the west. Extensive estuarine sands
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:184: (Bran Sands) and the River Tees itself both abut onto the site. The sands of Tees
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:185: AOD in the north-western area near to the River Tees . Based on static levels
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:186: Surf ace Water – the principal surface water feature is the adjacent River Tees
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:187: • S urface water (River Tees );
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:187: The River Tees is the principal surface water receptor in the vicinity of the site and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:187: to the River Tees likely to be provided by migrat ion of shallow groundwater through
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:191: Surface Water – the principal surface water feature is the River Tees (classified as
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:192: • S urface water (River Tees );
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:192: The River Tees is the principal surface water receptor in the vicinity of the site.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:192: pathway from the site to the River Tees likely to be provided by migration of shallow
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:194: although there is evidence for a broad flow direction towards the River Tees. As
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:195: Surface Water – the principal surface water feature is the adjacent River Tees
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:196: • S urface water (River Tees );
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:197: The River Tees is the principal surface water receptor in the vicinity of the site.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:197: pathway from the site to the River Tees likely to be provided by migration of shallow
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:197: moderate due to the proximity to the River Tees and the high levels of organic
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:197: across the Cleveland site toward the River Tees , although locally flow directions
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:197: from the River Tees possibly under the influence of locally variable less permeable
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:198: SSSI would be via s urface water discharges into the River Tees and baseflow of
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:199: was generally observed to be towards the River Tees i.e. to the northwest and in
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:200: ¿ Cleveland Site – risks to the River Tees due to the high levels of organic
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:223: Groundwate River Tees
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:230: (River Tees) drainage or via water Open areas allow rainfall infiltration to ground with potential
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:231: (River Tees) permeable strata water Open areas al low rainfall infiltration to ground with potential
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:231: underlying sands. However, River Tees is 2.5km distant, with no
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:233: (River Tees) permeable strata water Open areas allow rainfall infiltration to ground with potential
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:233: (River Tees) permeable stra t a water Open areas allow rainfall infiltration to ground with potential
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:235: (River Tees) permeable strata water Open areas allow rainfall infiltration to ground with potential
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:235: (River Tees) permeable strata water Open areas allow rainfall infiltration to ground with potential
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:237: ( River Tees) permeable strata water Open areas allow rainfall infiltration to ground with potential
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:237: groundwater flow. River Tees adjacent to west.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:237: (River Tees) permeable strata water Open areas allow rainfall infiltration to ground with potential
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:239: (River Tees) permeable strata water Open areas allow rainfall infiltration to ground with potential
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:239: Mild migration. Limited evidence of soil contamination and River Tees
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:239: (River Tees) permeable strata water Open areas allow rainfall infiltration to ground with potential
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:240: (River Tees) permeable strata water Open areas allow rainfall infiltration to ground with potential
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:241: (River Tees) permeable strata water Open areas allow rainfall infiltration to ground with potential
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:241: (River Tees) permeable strata water Elevated TPH in groundwater in 2 monitoring boreholes. Open
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:244: (River Tees) drainage or via water Open areas allow rainfall i nfiltration to ground with potential
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:244: (River Tees) permeable strata water Open areas allow rainfall infiltration to ground with potential
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:245: (River Tees) permeable strata water Open areas allow rainfall infiltration to ground with possible
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:245: (River Tees) drainage or via water Open areas allow rainfall infiltration to ground with potential
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:247: (River Tees) permeable strata water Open areas allow infiltration of rainfall to ground with potential
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:247: (River Tees) permeable strata water migration. Limited contamination detected mitigated by distance of
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:250: (River Tees) drainage or via water Open areas allow rainfall infiltration to ground with potential
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:250: and Hartlepool permeable strata Medium groundwater. Possible migration toward River Tees but
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:250: (i.e. land which drainage or adjacent land values Possible migration toward River Tees but groundwater flow shows
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:250: (River Tees) drainage or via water Open areas allow rainfall infiltration to ground with potential
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:251: and Hartlepool permeable strata Medium groundwater. Possible migration toward River Tees but
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:252: (River Tees) permeable strata water Open areas allow rainf all infiltration to ground with potential
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:252: l e a d d e t e c t e d in soils. Possible migration toward River Tees but
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:252: and Hartlepool permeable strata Medium groundwater. Possible migration toward River Tees but
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:252: be reduced by dilution in River Tees before they reach the SSSI on
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:252: (i.e. land which drainage or adjacent land values Possible migration toward River Tees but groundwater flow shows
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:252: (River Tees) permeable strata water Locally elevated soil PAHs and BTEX compounds at east ern side of Low
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:252: migration. Possible migration toward River Tees but groundwater
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:253: River Tees but groundwater flow shows local variations that may be
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:253: and Hartlepool permeable strata Medium Possible migration toward River Tees but groundwater flow shows
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:253: dilution in River Tees before they reach the SSSI on the adjacent
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:253: ( i .e. land which drainage or adjacent land values Possible migration toward River Tees but groundwater flow shows
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:254: (River Tees) permeable strata water Limited evidence of contamination. Open areas allow rainfall
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:254: via groundwater to the River Tees bordering the wharfe.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:254: and Hartlepool permeable strata Medium groundwater to the River Tees bordering the wharfe. However
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:254: Foreshore and elevated levels are likely to be reduced by dilution in River Tees
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:254: (River Tees) permeable strata water Limited evidence of contamination. Open areas allow rainfall
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:254: groundwater to the River Tees bordering the wharfe.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:254: classed as Minor groundwater to the River Tees bordering the wharfe.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:256: (River Tees) p e r m e a b l e s t r a t a, water Elevated levels of toxic and phytotoxic metals and organics in soil
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:256: from SLEMS into potential groundwater migration away from the River Tees.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:256: River Tees However treated effluent is discharged as per regulatory
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:256: Wetlands SSSI). Elevated levels are likely to be reduced by dilution in River Tees
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:257: (River Tees) permeable strata water Open areas allow rainfall infiltration to ground with potential
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:257: and Hartlepool permeable strata Medium groundwater. Possible migration toward River Tees but
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:257: reduced by dilution in River Tees before they reach the SSSI on
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:257: would be retained permeable strata from pollution River Tees but groundwater flow shows local variations that may be
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:257: (River Tees) permeable strata water Locally elevated soil PAHs and BTEX in soil . Open areas allow Low
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:257: migration toward River Tees but groundwater flow shows local
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:258: Aquifer) migration. Possible migration toward River Tees but groundwater
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:258: Foreshore and River Tees but groundwater flow shows local variations that may be
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:258: are likely to be reduced by dilution in River Tees before they reach
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:258: by Corus) Mild River Tees but groundwater flow shows local variations that may be
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:259: (River Tees) permeable strata water Open areas allow rainfall infiltration to ground with potential
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:259: would be retained permeable strata from pollution d e t e c t e d in soils . Possible migration toward River Tees but
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:259: (River Tees) permeable strata water Locally elev a t e d soil PAHs and BTEX in soil . Open areas allow
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:259: migration toward River Tees but groundwater flow shows local
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:260: classed as Minor m i g ration toward River Tees but groundwater flow shows local
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:260: receptors (Tees drainage or sensitive SSSI No boreholes in this area. Possible migration toward River Tees
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:260: Wetlands SSSI). be reduced by dilution in River Tees before they reach the SSSI on
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:260: (i.e. land which drainage or adjacent land values No boreholes in this area. Possible migration toward River Tees
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:261: ( River Tees) permeable strata water Open areas allow rainfall infiltration to ground with potential
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:261: toward River Tees but mitigated by distance, approximately 2km.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:261: and Hartlepool permeable strata Medium River Tees but mitigated by distance, approximately 2km.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:261: (River Tees) permeable strata water L i m i t e d evidence of contamination. Open areas allow rainfall
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:261: toward River Tees but mitigated by distance, approximately 2km.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:265: system was generally observed to be towards the River Tees
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:265:Ground underlain by a series of unconsolidated deposits Cleveland site: risk to the River Tees due to high levels of
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:266: River Tees and ecological receptors i.e. the Tees and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:266:the site namely Areas 1 (By-products Plant and Coke Ovens), Surface Moderate (By River Tees is the principal receptor.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:266:evidence for a broad flow direction towards the River Tees. As potential for migration of hydrocarbon contamination away
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:267:The Corus works at Teesside is located on land to the south south banks of, the River Tees Estuary immediately
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:267:of the River Tees Estuary towards Tees Mouth and occupies Limitations west of Teesport terminal. The main areas included
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:268: Surface Low River Tees Estuary is the
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:269:North Sea coast to the north-east and the River Tees estuary Groundwater: The alluvial deposits in the vicinity of the site
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:269:River Tees itself both abut onto the site and the sands of Tees There are no licensed abstractions within 1km of the site and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:269:The present steelworks at Redcar were constructed in the adjacent River Tees (classified as a Class A watercourse
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:271:also identified in excess of screening criteria in monitoring Surface Low River Tees is the principal
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1507:Knitting Wife Beck eventually discharges into the River Tees.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1517: the River Tees is considered potentially active given the likely thickness and nature of the Made Ground.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1517: streams and subsequently the River Tees is considered potentially active
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1529: the River Tees is considered potentially active given the likely thickness and nature of the Made Ground.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1670:The site is located on the southern bank of the River Tees, covering an area of approximately 286 ha.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1670:The area is approximately 119.5 ha and is irregular in shape. The area is bound to the north by the River Tees
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1672: The south bank of the River Tees runs parallel to within 20m of the northern boundary of the area and is
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1672: several culverts within the wider site entering from the south flowing into the River Tees.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1672: Hydrological The principal surface water feature is the adjacent River Tees. There are no culverts known to cross the area
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1672: shown within the site to the west of the tank farm. A soakaway and a discharge to the River Tees at
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1675: areas. Land was principally constituted of low lying scrub land. In closer proximity to the River Tees to the
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1675: through the area and the surrounding area flowing into the River Tees.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1680: Infrastructure and facilities associated with River Tees Docks to the West of the area in close proximity to the
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1681: Offsite: Further development of the River Tees dockyard to the west of the area in addition to further
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1682: River Tees Dockyard and associated Infrastructure inclusive of docks, wharfs, warehouses (West).
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1684: broad flow direction towards the River Tees. Due to the distribution of boreholes across the site it
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1685: towards the River Tees.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1688: In general, groundwater flow in shallow deposits is anticipated to be towards the River Tees to the north or
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1688: influenced by the presence of surface water features. The main River Tees is also tidally influenced, and there
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1688: Hydrology The River Tees is located to the approximately 1.2km north of the area, and is classified by the EA as a Main
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1688: River. The stretch of the River Tees to the north of the area is tidal. There are other minor surface waters
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1689: Surface waters include the culverted Knitting Wife Beck and the River Tees are likely to be in hydraulic
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1689: Hydrological The surface water sensitivity is low. The area lies in the catchment of the River Tees, which is over 1km away
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1689: south west of the area. The River Tees forms part of the SSSI. The Teesmouth and Cleveland Coast is also
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1689: sensitivity River Tees to the north receives surface water discharge from the area and is designated as a SSSI. However,
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1698: The site is located 750m south east of the Tees dock, and 1.8km south of the River Tees.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1704: There are several culverts within the wider site entering from the south flowing into the River Tees. The River
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1704: sensitivity into the River Tees. Kinkerdale Culvert, which originates to the east of the area branches off and flows under
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1717: In general, groundwater flow in shallow deposits is anticipated to be towards the River Tees to the north or
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1717: influenced by the presence of surface water features. The main River Tees is also tidally influenced, and there is
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1717: Hydrology The River Tees is located approximately 2km to the north of the area, and is classified by the EA as a Main River.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1717: The stretch of the River Tees to the north of the area is tidal. There are other minor surface waters courses
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1717: into the Dabholm Gut; this in turn discharges to the River Tees. The Kinnerdale Beck, Knitting Wife Beck and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1717: Sands lagoon adjacent to the south bank of the River Tees.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1717: Surface waters including the River Tees are likely to be in hydraulic continuity with shallow groundwater in Made
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1717: sensitivity River Tees. The River Tees is tidally influenced in the stretch downgradient of the area.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1718: Ecology The Teesmouth and Cleveland Coast SSSI is located adjacent to the east of Coatham Marshes, and the River Tees
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1718: sensitivity Coatham Marshes. The River Tees to the north receives surface water discharge from the area and is designated
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1718: large volume of the River Tees receiving water.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1749: groundwater beneath the site and surrounding area from the River Tees estuary, the site presents
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1749: River Tees, the sensitivity of the surface water bodies is considered to be low, therefore the site
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1749: and dispersion would likely occur especially when entering the River Tees. Given the industrial
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1755: to the River Tees.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1960: R 309m SE Px Ltd, Greystone Road Middlesborough Ts6 8jf Active River Tees Cadmium
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1960: 39 375m S Du Pont, Middlesborough Active River Tees Copper, Benzene
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1971: Point: RIVER TEES Issue No: 100
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1971: Point: RIVER TEES Expiry Date: -
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter A Introduction and Background - Dec 2020.pdf:13: miles south west of the bank of the River Tees and slightly under 0.5 miles south west from the
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter A Introduction and Background - Dec 2020.pdf:15: connects to a pumping station on the bank of the River Tees.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter A Introduction and Background - Dec 2020.pdf:16: mile south from the coast and around 1.75 miles south west of the bank of the River Tees.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter A Introduction and Background - Dec 2020.pdf:19: half a mile south of the cost and around 1.75 miles south west of the bank of the River Tees. It is
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter A Introduction and Background - Dec 2020.pdf:25: bank of the River Tees.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter J - LVIA - Dec 2020.pdf:48:glimpses of the estuary and River Tees add to the value of the experience for the viewer.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:5:site is 65.9ha (659,000m2) in size and is located at the River Tees estuary, approximately 1.5km north west of Redcar
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:5:524179. The site is 44.9ha (449,000m2) in size and comprises brownfield land at the River Tees estuary, located 5km
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:5:(587,000m2) in size and comprises brownfield land at the River Tees estuary, located 5km to the west of Redcar.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:5:site is 80.9ha (809,000m2) in size and is located at the River Tees estuary, approximately 3.2km to the west of
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:7:site is 65.9ha (659,000m2) in size and is located at the River Tees estuary, approximately 1.5km north west of Redcar
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:7:524179. The site is 44.9ha (449,000m2) in size and comprises brownfield land at the River Tees estuary, located 5km
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:7:(587,000m2) in size and comprises brownfield land at the River Tees estuary, located 5km to the west of Redcar.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:7:site is 80.9ha (809,000m2) in size and is located at the River Tees estuary, approximately 3.2km to the west of
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:13:site is 65.9ha (659,000m2) in size and is located at the River Tees estuary, approximately 1.5km north west of Redcar
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:13:524179. The site is 44.9ha (449,000m2) in size and comprises brownfield land at the River Tees estuary, located 5km
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:14:(587,000m2) in size and comprises brownfield land at the River Tees estuary, located 5km to the west of Redcar.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:14:site is 80.9ha (809,000m2) in size and is located at the River Tees estuary, approximately 3.2km to the west of
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:19:site is 65.9ha (659,000m2) in size and is located at the River Tees estuary, approximately 1.5km north west of Redcar
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:19:524179. The site is 44.9ha (449,000m2) in size and comprises brownfield land at the River Tees estuary, located 5km
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:19:(587,000m2) in size and comprises brownfield land at the River Tees estuary, located 5km to the west of Redcar.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:19:site is 80.9ha (809,000m2) in size and is located at the River Tees estuary, approximately 3.2km to the west of
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:36: The site lies within the catchment of the River Tees that lies adjacent approximately 2km
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:36: Channel discharges into the River Tees via the Lackenby outfall. Topographic survey data
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:36: flows below Teesport to an outfall on the River Tees.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:39: River Tees estuary and lies c. 1.7km north west of the site. This is in place to protect the
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:59: River Tees.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:61: low-lying land surrounding it there is the Tidal River Tees flood alert area (code
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:61: 121WAT926). The monitoring station for this area is the River Tees at Tees Dock, station ID
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:62: requires a permit. The River Tees is designated as a main river but as the other
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter H - Socio Economic - Dec 2020.PDF:21: of the River Tees in both Stockton-on-Tees and Redcar and Cleveland, including the application
R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:8: south west of Redcar town centre, and is approximately 1 mile south east of the River Tees.
R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:11: Southbank which is brownfield industrial land with a frontage to the River Tees.
R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:20: particularly along the River Tees and the estuary and encourage integrated habitat
R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:20: • enhance the environmental quality of the River Tees and coastline;
R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:20: 2 Includes Teesport Estate, Teesport Commerce Park and land along the River Tees.
R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:37: biodiversity interest particularly along the River Tees and the estuary and encourage integrated
R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:38: water body (e.g. the sea or River Tees) the peak flow control standards and volume control
R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:38: the River Tees without any constraints.
R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:40: there will be negligible beneficial effects for the River Tees estuary during construction and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter C - Transport - Dec 2020.pdf:78:bound by the River Tees to the north.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter C - Transport - Dec 2020.pdf:85:The STDC site is located on the south bank of the River Tees, between Redcar town centre to the east
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter C - Transport - Dec 2020.pdf:274:bound by the River Tees to the north.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter C - Transport - Dec 2020.pdf:281:The STDC site is located on the south bank of the River Tees, between Redcar town centre to the east
R-2020-0820-ESM-EA R_2020_0820_ESM 16 February 2021 OFFICIAL.pdf:3:The River Tees is important wildlife corridor and should remain as such and be enhanced
R-2020-0820-ESM-Lackenby ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:6: south west of Redcar town centre, and is approximately 1.6km south east of the River Tees.
R-2020-0820-ESM-Lackenby ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:8: 7 Surface water including the River Tees estuary, Holme Beck Culvert, Boundary Beck
R-2020-0820-ESM-Lackenby ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:14:7.3 The site lies within the catchment of the River Tees, located north east of the site, and within
R-2020-0820-ESM-Lackenby ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:14: site drain. The Lackenby Channel discharges into the River Tees via the Lackenby outfall. The
R-2020-0820-ESM-Lackenby ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:14: outfall on the River Tees. The site is located within Flood Zone 1.
R-2020-0820-ESM-Lackenby ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:14:7.5 The surface water receptors assessed in this chapter are: The River Tees Estuary (Tees Water
R-2020-0820-ESM-1401-Lackenby DAS.pdf:4: The site is within close proximity to the River Tees.
R-2020-0820-ESM-1401-Lackenby DAS.pdf:6: of the River Tees from the towns of Middlesbrough to Redcar. At the height
R-2020-0820-ESM-1401-Lackenby DAS.pdf:6: in 1979 and located near the mouth of the River Tees, the Redcar blast
R-2020-0820-ESM-1401-Lackenby DAS.pdf:8: proximity to the River Tees.
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter A Introduction and Background - Dec 2020.PDF:17: Grangetown River Tees. It is loca
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter A Introduction and Background - Dec 2020.PDF:20: submitte deepen the northern half of the Tees Dock once application of the River Tees.
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter B - Site Description and Scheme Proposals - Dec 2020.PDF:10: south west of Redcar town centre, and is approximately 1.6km south east of the River Tees.
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter B - Site Description and Scheme Proposals - Dec 2020.PDF:11: Bank which is brownfield industrial land with a frontage to the River Tees.
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter B - Site Description and Scheme Proposals - Dec 2020.PDF:12:B3.20 The River Tees is located approximately 1.8km to the north west of the site. This is part of the
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter B - Site Description and Scheme Proposals - Dec 2020.PDF:13: 7 Surface water including the River Tees estuary, Holme Beck Culvert, Boundary Beck
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter B - Site Description and Scheme Proposals - Dec 2020.PDF:18: • River Tees Quay: On 9th November 2020 STDC submitted two detailed planning
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter B - Site Description and Scheme Proposals - Dec 2020.PDF:21: along the River Tees and the estuary and encourage integrated habitat creation and
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter B - Site Description and Scheme Proposals - Dec 2020.PDF:21: z. enhance the environmental quality of the River Tees and coastline;
R-2020-0820-ESM-Lackenby HRA Rev A(1).PDF:5:Marske-by-the Sea in the south and includes the River Tees up to the Tees Barrage. The seaward
R-2020-0820-ESM-Lackenby HRA Rev A(1).PDF:6: management unit to the application site is Unit 7 River Tees for which there is currently “no
R-2020-0820-ESM-Lackenby HRA Rev A(1).PDF:6: tidal River Tees for foraging in the summer months, while Redshank and Curlew Numenius arquata
R-2020-0820-ESM-Lackenby HRA Rev A(1).PDF:8:ultimately discharge to the tidal River Tees which forms part of the SPA. However, The CEMP will
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter D - Noise & Vibration - Dec 2020.pdf:14:also be bought forward for a new quay and dredging within the River Tees in addition to land-based
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:9: • River Tees Catchment Flood Management Plan (EA, 2009) (Ref 12).
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:12: surface water body (e.g. the sea or River Tees) the peak flow control standards and
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:12: channels which flow directly into the River Tees without any constraints;
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:25: drainage and work on or near main rivers requires a permit. The River Tees is designated as a
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:26:F4.6 The site lies within the catchment of the River Tees that lies approximately 2km north east of
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:26: River Tees via the Lackenby outfall.
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:26: which conveys flows below Teesport to an outfall on the River Tees.
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:34: the site are likely to be in hydraulic connectivity with the River Tees, particularly through the
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:34: Mudstone Secondary B aquifer to the River Tees, which is likely to form the most significant
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:34: located on the north side of the River Tees and, due to the hydraulic barrier formed by the River
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:34:F4.41 The nearest licenced abstraction lies on the south bank of the River Tees, downgradient of the
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:34: site. The abstraction on the south bank of the River Tees is for dust suppression and power
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:36: River Tees estuaryUnder the EA’s Catchment Explorer, as noted in Section F4.17 Very high
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:44: development avoids changes to the bank of the River Tees, which limits the potential for direct
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:44: aquifers with potential pathways through the Made Ground to the River Tees. This may arise
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:54: River Tees Flows - Negligible Adverse and Implementation of the Negligible
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:57: River Tees Flows - Negligible Adverse and A FRA, DIA and Surface Negligible
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:60: Negligible Beneficial effects for the River Tees estuary (WFD transitional water body) during
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:62: 12 Environment Agency (2009). River Tees: Catchment flood management plan. online
R-2020-0820-ESM-Lackenby EcIA Rev A.pdf:6:Marske-by-the Sea in the south and includes the River Tees up to the Tees Barrage resulting in a
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:6: - River Tees Estuary (Tees WFD waterbody);
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:7: - River Tees estuary (Tees WFD waterbody;
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:8: 7 Surface water including the River Tees estuary, Holme Beck Culvert, Boundary Beck
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:10: Surface Water (including River Tees Estuary, Boundary Beck Culvert, (GC) (WMF)
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:17: Grangetown River Tees. It is located within the
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:20: submitte a section of the existing approach channel and to create a once application of the River Tees.
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:25: Order the River Tees. However, following
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:42: watercourses draining to the Tees and the River Tees Estuary (WFD transitional water body) are
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:66: (left) bank of the River Tees and so are therefore unlikely to experience any cumulative effects.
R-2020-0270-FFM-2020_05_29_STDC Eston Road EcIA_Issue.PDF:19:the Teesmouth NNR through connection of Holme Becks to the River Tees,
R-2020-0270-FFM-2020_05_29_STDC Eston Road EcIA_Issue.PDF:32:which is considered to be hydrologically connected to the River Tees. Due to the
R-2020-0270-FFM-2020_05_29_STDC Eston Road EcIA_Issue.PDF:41: primarily to prevent pollution of Holme Beck and therefore the River Tees,
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:6: surrounding area from the River Tees estuary, the site presents a ‘Low to Moderate’ risk to
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:6: River Tees, the sensitivity of the surface water bodies is considered to be low, therefore the site
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:6: and dispersion would likely occur especially when entering the River Tees. Given the industrial
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:11:The site is located on the southern bank of the River Tees, covering an area of approximately 302 ha.
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:11:underlain by Made Ground most likely associated with land reclamation works from the River Tees Estuary
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:11:In 2015, The River Tees and the Fleet had an overall classification of ‘Moderate’ with an ecological
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:12:The area is approximately 119.5 ha and is irregular in shape. The area is bound to the north by the River Tees
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:14: The south bank of the River Tees forms the northern boundary of the site and is classified by the EA as a
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:14: There are several culverts within the wider site entering from the south flowing into the River Tees.
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:14: Hydrological The principal surface water feature is the adjacent River Tees. There are no culverts known to cross the area
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:14: shown within the site to the west of the tank farm. A soakaway and a discharge to the River Tees at
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:17: areas. Land was principally constituted of low lying scrub land. In closer proximity to the River Tees to the
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:17: through the area and the surrounding area flowing into the River Tees.
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:22: Infrastructure and facilities associated with River Tees Docks to the West of the area in close proximity to the
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:23: Offsite: Further development of the River Tees dockyard to the west of the area in addition to further
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:24: River Tees Dockyard and associated Infrastructure inclusive of docks, wharfs, warehouses (West).
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:26: broad flow direction towards the River Tees. Due to the distribution of boreholes across the site it
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:27: towards the River Tees.
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: In general, groundwater flow in shallow deposits is anticipated to be towards the River Tees to the north or
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: influenced by the presence of surface water features. The main River Tees is also tidally influenced, and there
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: Hydrology The River Tees is located to the approximately 1.2km north of the area, and is classified by the EA as a Main
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: River. The stretch of the River Tees to the north of the area is tidal. There are other minor surface waters
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: Surface waters including the River Tees are likely to be in hydraulic continuity with shallow groundwater in
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:33: Hydrological The surface water sensitivity is low. The area lies in the catchment of the River Tees, which is over 1km away
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:33: south west of the area. The River Tees forms part of the SSSI. The Teesmouth and Cleveland Coast is also
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:33: sensitivity River Tees to the north receives surface water discharge from the area and is designated as a SSSI. However,
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:43: The site is located 750m south east of the Tees dock, and 1.8km south of the River Tees.
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:50: There are several culverts within the wider site entering from the south flowing into the River Tees. The River
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:50: sensitivity into the River Tees. Kinkerdale Culvert, which originates to the east of the area branches off and flows under
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: In general, groundwater flow in shallow deposits is anticipated to be towards the River Tees to the north or
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: influenced by the presence of surface water features. The main River Tees is also tidally influenced, and there is
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: Hydrology The River Tees is located approximately 2km to the north of the area, and is classified by the EA as a Main River.
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: The stretch of the River Tees to the north of the area is tidal. There are other minor surface waters courses
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: into the Dabholm Gut; this in turn discharges to the River Tees. The Kinnerdale Beck, Knitting Wife Beck and
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: Sands lagoon adjacent to the south bank of the River Tees.
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:66: Surface waters including the River Tees are likely to be in hydraulic continuity with shallow groundwater in Made
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:66: sensitivity River Tees. The River Tees is tidally influenced in the stretch downgradient of the area.
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:66: Ecology The Teesmouth and Cleveland Coast SSSI is located adjacent to the east of Coatham Marshes, and the River Tees
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:67: sensitivity Coatham Marshes. The River Tees to the north receives surface water discharge from the area and is designated
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:67: large volume of the River Tees receiving water.
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:104: to the River Tees.
R-2020-0270-FFM-Officer Report 0270.pdf:11:which is considered to be hydrologically connected to the River Tees. Due to
R-2020-0270-FFM-DXL-JBAU-00-00-C-RP-0001-S03-P01-FRA_and_Design_Justification.PDF:6: 1.5km south of the River Tees estuary. The site encompasses Eston Road from the junction
R-2020-0270-FFM-DXL-JBAU-00-00-C-RP-0001-S03-P01-FRA_and_Design_Justification.PDF:6: the River Tees. The catchment of the beck upstream of the site is approximately 4km 2 and
R-2020-0270-FFM-DXL-JBAU-00-00-C-RP-0001-S03-P01-FRA_and_Design_Justification.PDF:6: Channel and flowing towards the River Tees.
R-2020-0270-FFM-2020_05_28_STDC Eston Road HRA_Issue.PDF:16: Billingham Beck, Normanby Beck, Ormesby Beck, Old River Tees Beck, the
R-2020-0270-FFM-2020_05_28_STDC Eston Road HRA_Issue.PDF:21:flows directly into the River Tees and thus the Teesmouth and Cleveland Coast
R-2020-0270-FFM-2020_05_28_STDC Eston Road HRA_Issue.PDF:26:hydrological connection of Holme Beck to the River Tees and thus the Teesmouth
R-2020-0270-FFM-2020_05_28_STDC Eston Road HRA_Issue.PDF:30:the Beck continues to be culverted before reaching the River Tees. Similarly, the
R-2021-0432-FFM-19736928_1.PDF:7: River Tees
R-2021-0432-FFM-19736928_1.PDF:9:The estuary of the River Tees, designated a Main River, is located approximately 2.5km to the north-west of the
R-2021-0432-FFM-19736928_1.PDF:11:• Coastal, tidal and estuarine – As described in section 3.5.2 and 3.5.3, the estuary of the River Tees and
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:22:Knitting Wife Beck eventually discharges into the River Tees.
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:32: the River Tees is considered potentially active given the likely thickness and nature of the Made Ground.
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:32: streams and subsequently the River Tees is considered potentially active
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:44: the River Tees is considered potentially active given the likely thickness and nature of the Made Ground.
R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF:28: RIVER TEES
R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:5:The nearest notable surface water feature is the River Tees Estuary located approximately 870 metres west
R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:13:River Tees Chemical – ‘Fail’ (2016) 870 metres west
R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:18:3.2.15 The nearest surface water feature is the River Tees which is located adjacent to the north of the
R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:18: may act as migration pathways to the River Tees.
R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:19: River Tees Estuary
R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:93: Point: RIVER TEES ESTUARY Issue No: 100
R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:93: Point: RIVER TEES ESTUARY Issue No: 101
R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf:2:The River Tees estuary has multiple environmental designations associated with coastal habitats; with a Site
R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf:2:any contribution the site may be making to contaminant loadings within the River Tees will be minimal in the
R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf:14:The nearest surface water body to the Assessment Site is the River Tees, located 870 m west of the site.
R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:2: contaminated land … and enhance the environmental quality of the River Tees and coastline.’
R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:15: direct connectivity and within the tidal influence of the River Tees Estuary and associated SSSI.
R-2022-0145-CD-Riverside Ph1 WB WSIv3.pdf:3: redevelopment of a section of the riverside on the south bank of the River Tees for a new Quay, as
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:10:by the River Tees (albeit stepped back from the wharf by approximately 370m).
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:13:process. As such, the River Tees is likely in continuity with water within both the Made Ground and the
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:13:to be in direct continuity with the River Tees however interaction cannot be ruled out without data on
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:13:The closest surface water feature to the site is the River Tees approximately 400m beyond the northern
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:14: conservative dilution assessment undertaken in the risk assessment, the risk to the River Tees
R-2022-0355-FFM-20857612_1.pdf:4:Marske-by-the Sea in the south and includes the River Tees up to the Tees Barrage. The seaward
R-2022-0355-FFM-20857612_1.pdf:5: management unit to the application site is Unit 7 River Tees for which there is currently “no
R-2022-0355-FFM-20857612_1.pdf:6:tidal River Tees for foraging in the summer months, while Redshank and Curlew Numenius arquata
R-2022-0355-FFM-20857612_1.pdf:6:Tees and North Tees Mudflat. Common Terns do forage in the River Tees in reasonable numbers,
R-2022-0355-FFM-20857612_1.pdf:7:No watercourses occur on the site. While the site itself is only 50m from the tidal River Tees at its
R-2022-0355-FFM-SEAH-ASA-00-EX-SI-D-A-0006_(S0-P2)_Proposed Landscape Plan.pdf:1: RIVER TEES 46
R-2022-0355-FFM-ApplicationFormRedacted.pdf:2: * North West by the River Tees;
R-2022-0355-FFM-SEAH-ASA-00-EX-SI-D-A-0002_(S0-P1)_Proposed Parameters Plan.pdf:1: RIVER TEES
R-2022-0355-FFM-64764 SeAH Detailed Application Covering Letter March 2022(1).pdf:2:east of Middlesbrough. The site is bound by the River Tees to the North West of the site with two existing
R-2022-0355-FFM-ARCHAEOLOGIST.pdf:5: marks the south-eastern boundary of the Site and the River Tees lies to the northwest.
R-2022-0355-FFM-Application Form.pdf:2: * North West by the River Tees;
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:9:PD Ports land. The River Tees is approximately 315m north of the site).
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:10:process. As such, the River Tees is likely in continuity with water within both the Made Ground and the
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:10:to be in direct continuity with the River Tees however interaction cannot be ruled out without data on
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:10:The closest surface water feature to the site is the River Tees approximately 315m beyond the northern
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:11: the risk to the River Tees Estuary was also shown not to be significant. This conclusion is likely
R-2021-0846-FFM-63455 01 Free Port - Cover Letter 05.10.21.pdf:1:The application site is located to the east of Smith’s Dock Road, on the southern bank of the River Tees. The
R-2021-0846-FFM-LLFA.pdf:1:the end discharge location to be the River Tees. Please ensure the document is listed on approved plans.
R-2021-0846-FFM-OFFICER REPORT.pdf:1:southern bank of the River Tees. The site is accessed via a fourth limb of the
R-2021-0846-FFM-OFFICER REPORT.pdf:3:discharge location to be the River Tees. Please ensure the document is listed
R-2021-0846-FFM-OFFICER REPORT.pdf:6:location be the River Tees. It is considered that the development should be
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:5:covers land to the south of the River Tees, in the Borough of Redcar and Cleveland, and includes the former
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:10: watercourses and ultimately the River Tees an Environmental Permit
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:11:The Site is located on the southern bank of the River Tees, covering an area of approximately 286ha in total.
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:11:the west and the Knitting Wife Culvert to the east, both of which ultimately discharge into the River Tees via
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:11:runoff from the area would drain to the River Tees via the Cleveland or Lackenby Channels.
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:12:ultimately discharge into the River Tees. Due to the local topography, it is anticipated that existing runoff
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:12:from the site would drain to the River Tees via the Cleveland or Lackenby Channels.
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:12:watercourse ultimately discharges into the River Tees via the Dabholm Gut
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:9:local ground conditions. The River Tees is located to the north of the site and runs eastwards towards the
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:11:River Tees. They are the Holme Beck, Knitting Wife Beck and the Cross Connector. Both the Knitting Wife
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:37:the south of the River Tees.
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:22:and ultimately discharge into the River Tees via the SLEMS. The locations of these features are shown on
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:34:The Teesmouth and Cleveland Coast SSSI which includes a section of the River Tees is located approximately
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:34:discharges from the site to the Teesmouth and Cleveland Coast SPA and RAMSAR via the River Tees are
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:34:likely to be limited by tidal exchange and the large volume of the River Tees receiving water. This is in line with
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:14:the south of the River Tees.
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:9:the River Tees.
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:9:Plant (SBCO), and to the north by the River Tees. The eastern boundary is marked partially by land
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:11:process. As such the River Tees is likely in continuity with water within both the Made Ground and the
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:11:be in direct continuity with the River Tees however interaction cannot be ruled out without data on the
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:11:with the amplitude of the tidal variation decreasing with increasing distance from the River Tees (i.e.
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:11:The closest surface water feature to the site is the River Tees on the northern boundary. The river is
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:20: the River Tees;
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:24:working around manmade structure / assets and for working in close proximity of the River Tees.
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:27:close proximity to the River Tees the groundwater level is anticipated to be tidally influenced.
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:40:River Tees
R-2023-0253-RMM-ECL.007.04.01CEMP-ANNEX.4 Issue 2 COMPRESSED.pdf:11: the River Tees.
R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf:12: of the River Tees around the existing Teesport. This is the area in which the application site is located
R-2023-0253-RMM-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf:246: • The HRA needs to consider deposition to the River Tees and estuary and nutrient enrichment of
R-2023-0253-RMM-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf:251: downstream the River Tees discharges to the open sea, at which point dilution, mixing and
R-2023-0253-RMM-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf:309: downstream the River Tees discharges to the open sea, at which point dilution, mixing and
R-2023-0253-RMM-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf:309: there is a low likelihood of pollutants, including silt, reaching the River Tees, which is
R-2023-0253-RMM-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf:339: Nitrogen deposition to the River Tees and Tees Estuary
R-2023-0253-RMM-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf:339: assessment needs to consider nitrogen deposition to the River Tees and Tees Estuary. Their
R-2023-0253-RMM-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf:352: Nitrogen deposition to the River Tees and Tees Estuary
R-2023-0253-RMM-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf:352: to consider nitrogen deposition to the River Tees and Tees Estuary. Their concern was that nitrogen
R-2023-0253-RMM-1425_PL100_B - Site Location Plan.pdf:1: River Tees
R-2023-0253-RMM-P20-1004 Grangetown Prairie Air Quality Impacts on SSSI.pdf:7: downstream the River Tees discharges to the open sea, at which point dilution, mixing and
R-2023-0253-RMM-P20-1004 Grangetown Prairie Air Quality Impacts on SSSI.pdf:7: there is a low likelihood of pollutants, including silt, reaching the River Tees, which is
R-2023-0253-RMM-P20-1004 Grangetown Prairie Air Quality Impacts on SSSI.pdf:37: Nitrogen deposition to the River Tees and Tees Estuary
R-2023-0253-RMM-P20-1004 Grangetown Prairie Air Quality Impacts on SSSI.pdf:37: assessment needs to consider nitrogen deposition to the River Tees and Tees Estuary. Their
R-2023-0253-RMM-ECL.007.04.01CEMP-ANNEX.2 Issue 2 COMPRESSED.pdf:11: the River Tees.
R-2023-0253-RMM-50134151_1_CPP.pdf:10:within the Grangetown Prairie Zone. It lies 1.2 km south of the River Tees and approximately 6.5 km to the
R-2023-0253-RMM-P20-1004 Grangetown Prairie shadow HRA.pdf:7: • The HRA needs to consider deposition to the River Tees and estuary and nutrient enrichment of
R-2023-0253-RMM-P20-1004 Grangetown Prairie shadow HRA.pdf:12: downstream the River Tees discharges to the open sea, at which point dilution, mixing and
R-2023-0253-RMM-P20-1004 Grangetown Prairie shadow HRA.pdf:71: Nitrogen deposition to the River Tees and Tees Estuary
R-2023-0253-RMM-P20-1004 Grangetown Prairie shadow HRA.pdf:71: to consider nitrogen deposition to the River Tees and Tees Estuary. Their concern was that nitrogen
R-2023-0253-RMM-50134216_1_CEMP.pdf:6:south of the River Tees and approximately 6.5 km to the north east of Middlesbrough Town centre.
R-2023-0253-RMM-50134216_1_CEMP.pdf:13:The major water body in the local area is the River Tees, which lies 1.8 km to the north of the site, with a
R-2023-0253-RMM-50134216_1_CEMP.pdf:13:pollution of the water courses, culverts or drainage ditches which serve the River Tees. This shall include
R-2023-0253-RMM-50134216_1_CEMP.pdf:14: No discharge or dewatering to River Tees or any other water body or
R-2023-0253-RMM-50134216_1_CEMP.pdf:23:protected species, particularly those protected species related to River Tees.
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:36:be granted if agreement has been reached that no other dredging will take place on the River Tees
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:45: specifically, the River Tees is located just beyond the northern border of the site. The scope of
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:45: DQRA concludes that the site does not present a significant risk to the River Tees.
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:50: parts of the proposed scheme footprint are entirely located on the south bank of the River Tees, a
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:50: 6km upstream from the river mouth, where the River Tees enters the North Sea.
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:50: The River Tees is a tidally influenced transitional waterbody as defined by the Water Framework
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:50: the access track present within the proposed scheme footprint and discharging into the River Tees.
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:50: footprint. The Lackenby Channel flows perpendicular to the River Tees in an open channel, before
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:50: being culverted and draining into the River Tees approximately 300m north-east of the proposed
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:62: • A 2 meter buffer will be maintained between the edge of the excavation and the River Tees.
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:163:The River Tees has its source about 160km from the sea on Cross Fell in the Pennines and drains a
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:36:be granted if agreement has been reached that no other dredging will take place on the River Tees
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:45: specifically, the River Tees is located just beyond the northern border of the site. The scope of
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:45: DQRA concludes that the site does not present a significant risk to the River Tees.
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:50: parts of the proposed scheme footprint are entirely located on the south bank of the River Tees, a
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:50: 6km upstream from the river mouth, where the River Tees enters the North Sea.
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:50: The River Tees is a tidally influenced transitional waterbody as defined by the Water Framework
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:50: the access track present within the proposed scheme footprint and discharging into the River Tees.
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:50: footprint. The Lackenby Channel flows perpendicular to the River Tees in an open channel, before
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:50: being culverted and draining into the River Tees approximately 300m north-east of the proposed
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:62: • A 2 meter buffer will be maintained between the edge of the excavation and the River Tees.
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-MS-WM-000001.pdf:2: human receptor are located across the River Tees at • Implementation of control measures specified in the Marine
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-MS-WM-000001.pdf:3: 11 human receptor are located across the River Tees at
R-2022-0411-CD-32435-HM-AC-RP-01_00 ISSUE.pdf:4: The site is located on the south bank of the river Tees within the South industrial Zone. It is bounded
R-2021-1077-CD-ApplicationFormRedacted.pdf:1:- North West by the River Tees;
R-2021-1077-CD-21156 FHA v1.PDF:4: which are likely to restrict the movement of fish from the River Tees to the
R-2021-1077-CD-21156 FHA v1.PDF:5: the River Tees to the north west.
R-2021-1077-CD-21156 FHA v1.PDF:5: associated with the wider Teeswork site with the River Tees adjacent to the site to the
R-2021-1077-CD-21156 FHA v1.PDF:10: Teesworks site in the immediate vicinity with the River Tees situated adjacent to the site
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:5:4.3.4 Consideration of the River Tees ………………………………………………………………………………………….14
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:11:the River Tees. Additionally, a section of the River Tees and foreshore noted to be part of the Teesmouth and
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:11:Area (SPA) and Ramsar site, is located approximately 750m to the north of the site with the River Tees itself
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:17:The site is located approximately 1km to the south of the River Tees (at its closest point) and approximately
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:17:5km from the east coast of England and the North Sea. Prior to the reclamation of land, the tidal River Tees
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:19: The River Tees is approximately 1 km to the north of the site and represents the ultimate
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:19: River Tees includes the River Tees and part of the foreshore. Due to the size of the river/estuary, the
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:19: River Tees is likely to influence the regional groundwater system. The groundwater flow
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:19: east, broadly towards the River Tees and the North Sea.
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:19:a limited number of monitoring wells given the size of the site, given the River Tees is located to the north of
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:20:4.3.4 Consideration of the River Tees
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:20:The River Tees is located approximately 1km to the north of the site at its closest point. The river flows east to
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:20:Given the distance to the River Tees, there is considerable time for contaminants to undergo attenuation,
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:20:dispersion and dilution as the groundwater migrates. The risk to the River Tees from concentrations of CoC
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:24:site are intrinsically linked to the surface water at the site as they focus on the River Tees estuary, and following
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:9:local ground conditions. The River Tees is located to the north of the site and runs eastwards towards the
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:11:River Tees. They are the Holme Beck, Knitting Wife Beck and the Cross Connector. Both the Knitting Wife
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:37:the south of the River Tees.
R-2020-0318-FFM-Prairie Site Remediation EcIA_Issue.PDF:21:the Teesmouth NNR through connection of Holme Becks to the River Tees,
R-2020-0318-FFM-Prairie Site Remediation EcIA_Issue.PDF:46:to be hydrologically connected to the River Tees. Due to the potential for an
R-2020-0318-FFM-Prairie Site Remediation EcIA_Issue.PDF:57:therefore the River Tees, and to ensure legal compliance with respect to nesting
R-2020-0318-FFM-Prairie Site Remediation HRA_Issue.PDF:16: Billingham Beck, Normanby Beck, Ormesby Beck, Old River Tees Beck, the
R-2020-0318-FFM-Prairie Site Remediation HRA_Issue.PDF:22:connected to the Lackenby Channel which flows directly into the River Tees and
R-2020-0318-FFM-Prairie Site Remediation HRA_Issue.PDF:28:Wife Beck which are hydrologically connected to the River Tees, and thus the
R-2020-0318-FFM-Prairie Site Remediation HRA_Issue.PDF:31: number of locations entering the River Tees at the same time.
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:6: surrounding area from the River Tees estuary, the site presents a ‘Low to Moderate’ risk to
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:6: River Tees, the sensitivity of the surface water bodies is considered to be low, therefore the site
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:6: and dispersion would likely occur especially when entering the River Tees. Given the industrial
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:11:The site is located on the southern bank of the River Tees, covering an area of approximately 302 ha.
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:11:underlain by Made Ground most likely associated with land reclamation works from the River Tees Estuary
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:11:In 2015, The River Tees and the Fleet had an overall classification of ‘Moderate’ with an ecological
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:12:The area is approximately 119.5 ha and is irregular in shape. The area is bound to the north by the River Tees
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:14: The south bank of the River Tees forms the northern boundary of the site and is classified by the EA as a
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:14: There are several culverts within the wider site entering from the south flowing into the River Tees.
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:14: Hydrological The principal surface water feature is the adjacent River Tees. There are no culverts known to cross the area
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:14: shown within the site to the west of the tank farm. A soakaway and a discharge to the River Tees at
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:17: areas. Land was principally constituted of low lying scrub land. In closer proximity to the River Tees to the
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:17: through the area and the surrounding area flowing into the River Tees.
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:22: Infrastructure and facilities associated with River Tees Docks to the West of the area in close proximity to the
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:23: Offsite: Further development of the River Tees dockyard to the west of the area in addition to further
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:24: River Tees Dockyard and associated Infrastructure inclusive of docks, wharfs, warehouses (West).
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:26: broad flow direction towards the River Tees. Due to the distribution of boreholes across the site it
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:27: towards the River Tees.
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: In general, groundwater flow in shallow deposits is anticipated to be towards the River Tees to the north or
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: influenced by the presence of surface water features. The main River Tees is also tidally influenced, and there
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: Hydrology The River Tees is located to the approximately 1.2km north of the area, and is classified by the EA as a Main
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: River. The stretch of the River Tees to the north of the area is tidal. There are other minor surface waters
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: Surface waters including the River Tees are likely to be in hydraulic continuity with shallow groundwater in
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:33: Hydrological The surface water sensitivity is low. The area lies in the catchment of the River Tees, which is over 1km away
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:33: south west of the area. The River Tees forms part of the SSSI. The Teesmouth and Cleveland Coast is also
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:33: sensitivity River Tees to the north receives surface water discharge from the area and is designated as a SSSI. However,
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:43: The site is located 750m south east of the Tees dock, and 1.8km south of the River Tees.
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:50: There are several culverts within the wider site entering from the south flowing into the River Tees. The River
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:50: sensitivity into the River Tees. Kinkerdale Culvert, which originates to the east of the area branches off and flows under
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: In general, groundwater flow in shallow deposits is anticipated to be towards the River Tees to the north or
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: influenced by the presence of surface water features. The main River Tees is also tidally influenced, and there is
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: Hydrology The River Tees is located approximately 2km to the north of the area, and is classified by the EA as a Main River.
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: The stretch of the River Tees to the north of the area is tidal. There are other minor surface waters courses
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: into the Dabholm Gut; this in turn discharges to the River Tees. The Kinnerdale Beck, Knitting Wife Beck and
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: Sands lagoon adjacent to the south bank of the River Tees.
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:66: Surface waters including the River Tees are likely to be in hydraulic continuity with shallow groundwater in Made
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:66: sensitivity River Tees. The River Tees is tidally influenced in the stretch downgradient of the area.
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:66: Ecology The Teesmouth and Cleveland Coast SSSI is located adjacent to the east of Coatham Marshes, and the River Tees
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:67: sensitivity Coatham Marshes. The River Tees to the north receives surface water discharge from the area and is designated
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:67: large volume of the River Tees receiving water.
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:104: to the River Tees.
R-2020-0318-FFM-Phase II ESA.PDF:22:and ultimately discharge into the River Tees via the SLEMS. The locations of these features are shown on
R-2020-0318-FFM-Phase II ESA.PDF:34:The Teesmouth and Cleveland Coast SSSI which includes a section of the River Tees is located approximately
R-2020-0318-FFM-Phase II ESA.PDF:34:discharges from the site to the Teesmouth and Cleveland Coast SPA and RAMSAR via the River Tees are
R-2020-0318-FFM-Phase II ESA.PDF:34:likely to be limited by tidal exchange and the large volume of the River Tees receiving water. This is in line with
R-2020-0318-FFM-officer report.pdf:14:considered to be hydrologically connected to the River Tees. Due to the
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:11:flow south to north, and ultimately discharge into the River Tees via the SLEMS.
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:15:SPA and RAMSAR via the River Tees are likely to be limited by tidal exchange and the large volume
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:15:of the River Tees receiving water. This is in line with the findings of Wood 2019.
R-2020-0318-FFM-EA R_2020_0318_FFM 20 August 2020 OFFICIAL_.pdf:2:water environment. The River Tees is important wildlife corridor and should
R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf:4:the River Tees, on a site of c. 10 hectares, centred on approximate grid reference NZ 544
R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:17: the banks of River Tees estuary, 5km to the west of Redcar (Figure 3-1). The site
R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:17: The site lies within the catchment of the River Tees that lies adjacent to the northern
R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:17: boundary of the site. Parts of the site are within sub-catchments of the River Tees:
R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:18: dimension which conveys flows below Teesport to an outfall on the River Tees.
R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:18: The site is located within the tidal range of the River Tees, with the tidal limit
R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:62: banks of River Tees estuary, 5km to the west of Redcar (Figure A-1).
R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:66: The SPA is adjacent to the northern boundary of the site, covering the River Tees.
R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:66: areas of the River Tees. The site qualifies under criterion 5 as it is regularly used
R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:66: River Tees. The following features are supported by the wider mosaic of coastal and
R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:67: the River Tees with a confluence 2km upstream from the western site boundary in
R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:67: Dabholm Cut, another tributary to the River Tees with a confluence 2km
R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:72: connectivity with the watercourses to the River Tees, there is potential for the SPA,
R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:78: The site lies within the catchment of the River Tees that lies adjacent to the northern
R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:78: boundary of the site. Parts of the site are within sub-catchments of the River Tees:
R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:78: boundary. The site is located within the tidal range of the River Tees, with the tidal limit
R-2021-0924-CD-ApplicationFormRedacted.pdf:1:- North West by the River Tees;
R-2021-0729-CD-INCA2021-59 HRA - South Bank reserved matters.pdf:4: Marske-by-the Sea in the south and includes the River Tees up to the Tees Barrage. The seaward
R-2021-0729-CD-INCA2021-59 HRA - South Bank reserved matters.pdf:5: management unit to the application site is Unit 7 River Tees for which there is currently “no
R-2021-0729-CD-INCA2021-59 HRA - South Bank reserved matters.pdf:5: tidal River Tees for foraging in the summer months, while Redshank and Curlew Numenius arquata
R-2021-0729-CD-INCA2021-59 HRA - South Bank reserved matters.pdf:5: Tees and North Tees Mudflat. Common Terns do forage in the River Tees in reasonable numbers,
R-2021-0729-CD-INCA2021-59 HRA - South Bank reserved matters.pdf:6:No watercourses occur on the site and the site itself is 400m from the River Tees. The former Holme
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 10 - LVIA.pdf:10: represented in individual areas, the surrounded by similar industrial uses and main River Tees port with
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 10 - LVIA.pdf:10: consistent industrial development uses (perpendicular to the River Tees
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 10 - LVIA.pdf:11: Natural Heritage There is no known evidence of ecological, The Teesmouth River Tees Estuary
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:3: body (e.g., the sea or River Tees) the peak flow control standards and volume control standards
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:7:9.17. From a review of EA and Ordnance survey mapping, the closest ‘main river’2 is the River Tees which is
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:7: the downstream River Tees.
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:10:9.34. According to the SFRA Level 1, tidal flood risk associated from the River Tees is confined to the Docklands
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:10: be several meters below the Site, in hydraulic continuity with the River Tees. It is considered that the risk
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:17:9.89. The River Tees is located 800 m north of the and is classified as being highly sensitive as a result of its
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:12: Photograph 14.1: Mid site looking north towards River Tees (November 2022)
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:13:14.41. Early historical mapping indicates that the site was originally below the high water of the River Tees
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:13: reclamation of the River Tees estuary commenced. The northern half of site remained below the high
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:13: water mark until sometime in the late 1950’s to mid-1960’s when the River Tees estuary is reclaimed to
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:15: from the River Tees (as well as a result of previous site uses), which involved the construction of
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:16: wetlands. The site is within the tidal limits of the River Tees estuary therefore saline intrusion into
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:17: watercourses to the Site is the River Tees (730m northwest) (Figure 14.1).
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:17:14.58. The River Tees Estuary was classified by the EA as having an overall status of Moderate, a chemical status
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:17:14.59. In addition to the River Tees, Ordnance Survey mapping also identifies a number of unnamed ditches
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:19: ditch immediately adjacent to the northeast of the site which likely flows to the River Tees. The Tees
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:19: trade discharges to the tidal waters of the River Tees, however all are lapsed or revoked as of October
R-2023-0291-ESM-PD Teeside Heritage Statement 0323.pdf:14:3.25 Traffic along the River Tees increased during the 18th and 19th century, in part following the
R-2023-0291-ESM-PD Teeside Heritage Statement 0323.pdf:15: records include the crash site of a seaplane which lies sunk in the River Tees in the Fairway
R-2023-0291-ESM-ES Vol 1 Chapter 10 Landscape.pdf:11: The River Tees is located approximately 800m to the north of the Proposed Development.
R-2023-0291-ESM-ES Vol 1 Chapter 10 Landscape.pdf:12:10.57. The Site itself contains no hydrology of note, although the River Tees estuary lies in close proximity to
R-2023-0291-ESM-ES Vol 1 Chapter 10 Landscape.pdf:13: and raw material processing. To the north lies the main River Tees, with the port to the west of the Site,
R-2023-0291-ESM-ES Vol 1 Chapter 10 Landscape.pdf:13: (perpendicular to the River Tees estuary located approx. 800m to the north west of the Site).
R-2023-0291-ESM-ES Vol 1 Chapter 10 Landscape.pdf:14:10.78. The Site is situated approximately 500m to the south east of the River Tees estuary, and the majority of
R-2023-0291-ESM-SOL_23_P016_GLR Planning Statement.pdf:3:Figure 2.6: Site Photograph mid site looking north towards River Tees 21
R-2023-0291-ESM-SOL_23_P016_GLR Planning Statement.pdf:7: Bank of the River Tees, with PD Ports Teesport Dock approximately 350m west of the proposed Site.
R-2023-0291-ESM-SOL_23_P016_GLR Planning Statement.pdf:18:2.10. The River Tees is located approximately 500m to the north of the Proposed Development. The site is
R-2023-0291-ESM-SOL_23_P016_GLR Planning Statement.pdf:22:Figure 2.6 Site Photograph mid site looking north towards River Tees
R-2023-0291-ESM-SOL_23_P016_GLR Planning Statement.pdf:24: within an area of tidal mud flats and sand of the River Tees estuary. By the 1893 mapping a sea wall or
R-2023-0291-ESM-SOL_23_P016_GLR Planning Statement.pdf:24: to the south and west and the River Tees estuary is reclaimed to its current limits. This includes the
R-2023-0291-ESM-SOL_23_P016_GLR Planning Statement.pdf:27: site historical use as a refinery and reclamation of the River Tees estuary.
R-2023-0291-ESM-SOL_23_P016_GLR Planning Statement.pdf:27: Steel, BOC and the wider Teesworks development area. To the north of the site beyond the River Tees
R-2023-0291-ESM-SOL_23_P016_GLR Planning Statement.pdf:27: Past this Dabholm Gut of the River Tees is found approximately 500m north, this is bounded
R-2023-0291-ESM-SOL_23_P016_GLR Planning Statement.pdf:72:5.25. The Proposed Development Site is found in close relation to the River Tees and Teesmouth & Cleveland
R-2023-0291-ESM-SOL_23_P016_GLR Planning Statement.pdf:84:6.38 The sites proximity to the River Tees, requires consideration of policy N2 which states “protect and
R-2023-0291-ESM-SOL_23_P016_GLR Planning Statement.pdf:84: Infrastructure. The River Tees is protected through a comprehensive drainage strategy which
R-2023-0291-ESM-SOL_23_P016_GLR Planning Statement.pdf:84: River Tees from either the construction or operational phases of the Proposed Development. Also, the
R-2023-0291-ESM-SOL_23_P016_GLR Planning Statement.pdf:88: River Tees and the estuary and encourage integrated habitat creation and management; enhance the
R-2023-0291-ESM-SOL_23_P016_GLR Planning Statement.pdf:88: environmental quality of the River Tees and coastline;”.
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:55: Receiving Water: RIVER TEES
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:56: Receiving Water: LAND (RIVER TEES) Revocation Date: -
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:69: Point: RIVER TEES Issue No: 100
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:69: Point: RIVER TEES Expiry Date: -
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:89:Unit name: River Tees
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:4:The site is located on the southwest side of the River Tees at PD Ports Transport, off Kinkerdale
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:4:River Tees estuary until the 1890’s when a sea wall or defence was constructed through the centre
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:4:of the site and reclamation of the River Tees estuary commenced. The northern half of site
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:4:River Tees estuary is reclaimed to its current limits. A railway line connecting the site to the
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:4:Ground that extends along the southern bank of the River Tees. Previous investigations of the site
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:5:the site and nearest WFD waterbody is the River Tees Estuary located approximately 730m to the
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:5:northwest which is tidal up to the Tees Barrage at Stockton on Tees. The River Tees Estuary was
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:6:a refinery and reclamation of the River Tees estuary. The Made Ground underlying the site has the
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:13:The site is located on the southeast side of the River Tees at PD Ports Transport, Kinkerdale
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:13:Road, Middlesborough, TS6 6UD. The site is approximately 560m southeast of the River Tees
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:15: is dominated by the River Tees estuary.
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:15: water mark of the River Tees estuary has been revised to
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:15: sand of the River Tees estuary. To the east and southeast
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:16: site. To the west of the site a portion of the River Tees
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:17: reclaimed from the River Tees estuary.
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:17: been completely reclaimed from the River Tees estuary.
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:20:mark within an area of tidal mud flats and sand of the River Tees estuary. By the 1893 mapping a
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:20:reclamation of the River Tees estuary commences. The northern half of site remains below the
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:20:1955 and 1965 when the River Tees estuary is reclaimed to its current limits. Following the
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:20:River Tees. By this time the southern half of the site had been developed with a marshalling yard,
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:21:development is identified to the south and west and the River Tees estuary is reclaimed to its
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:22:Ground (undivided) that extends along the southern bank of the River Tees estuary and inland
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:22:1.00m in diameter. It is also worth noting that reclamation of the River Tees estuary was achieved
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:30:rivers lakes or wetlands. The site is within the tidal limits of the River Tees estuary therefore saline
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:31:ditch is unknown but is likely to be ultimately the River Tees esturary. The nearest WFD waterbody
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:31:is the River Tees Esturary located approximately 730m to the northwest of the site which is tidal up
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:31:to the Tees Barrage at Stockton on Tees 10km to the southwest. The River Tees flows in a general
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:31:The River Tees Estuary was classified by the EA as having an overall status of Moderate, a
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:31:In addition to the River Tees, Ordance Survey mapping also identifies a number of unnamed
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:31:Based on the information above, as well as the statutory designations of the River Tees Estuary
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:33:discharges of unspecified trade discharges to the tidal waters of the River Tees. However, all
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:34: of the River Tees estuary, infilling of ponds and previous developments of the site. The
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:39: Impact Zone, River Tees SSSI and SPA) (including non-aqueous phase liquids (NAPL)) in
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:41:the site historical use as a refinery and reclamation of the River Tees estuary. The Made Ground
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:42: associated with historical reclaimation of the River Tees estuary.
R-2023-0291-ESM-ES Vol 1 Chapter 11 Waste.pdf:6: Estuary or River Tees via controlled waters, and has taken consideration of methods to reduce
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:7:Surface runoff generated on site will be discharged to the River Tees via on site drainage and the
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:12: in nearby proximity to site which connect to the downstream River Tees.
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:13:through the site. A main river, the River Tees, is located approximately 800m to the north of the site.
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:13:connect to the downstream River Tees.
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:15:hydraulic continuity with the nearby River Tees, several metres below site level.
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:20:the River Tees.
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:28:Surface runoff generated on site will be discharged to the River Tees via on site drainage and the
R-2023-0291-ESM-ES Vol 1 Chapter 8 Ecology.pdf:3: is approximately 500m from both Tees Dock and Dabholm Gut and 700m from the main River Tees. The
R-2023-0291-ESM-INCA 2023-11 HRA.pdf:2:the River Tees. Approximately two thirds of the Site is hardstanding which contains an office block
R-2023-0291-ESM-INCA 2023-11 HRA.pdf:3:Marske-by-the Sea in the south and includes the River Tees up to the Tees Barrage. The seaward
R-2023-0291-ESM-INCA 2023-11 HRA.pdf:4: Cleveland Coast. The closest management unit to the application site is Unit 7, River Tees for which
R-2023-0291-ESM-INCA 2023-11 HRA.pdf:4: these reaches of the tidal River Tees for foraging in the summer months, while Redshank and Curlew
R-2023-0291-ESM-INCA 2023-11 HRA.pdf:7:the River Tees or intertidal mudflats. Bran Sands Lagoon is a saline lagoon, which is connected to
R-2023-0291-ESM-INCA 2023-11 HRA.pdf:7:the River Tees by a pipe thereby allowing some intertidal exchange.
R-2023-0291-ESM-INCA 2023-11 HRA.pdf:7:The interest feature of the SPA which is associated with the River Tees is Common Tern, which uses
R-2023-0291-ESM-INCA 2023-11 HRA.pdf:7: E21 River Tees - main River (tidal) Annual mean NOx
R-2023-0291-ESM-INCA 2023-11 HRA.pdf:7: E23 River Tees - main River (tidal) Annual mean NOx; 24 hr NOx
R-2023-0291-ESM-INCA 2023-11 HRA.pdf:7: E25 River Tees – Tees Dock River (tidal) Annual mean NOx; 24 hr NOx
R-2023-0291-ESM-INCA 2023-11 HRA.pdf:7: E26 River Tees - TeesDock River (tidal) Annual mean NOx; 24 hr NOx
R-2023-0291-ESM-INCA 2023-11 HRA.pdf:8:small area of the River Tees, which consists of open water that is considered unlikely to be sensitive
R-2023-0291-ESM-ES Vol 1 Chapter 1 to 6.pdf:25: well as Teesworks. To the north of the site beyond the River Tees are further industrial estates of North
R-2023-0291-ESM-ES Vol 1 Chapter 1 to 6.pdf:25: boundary. Past this Dabholm Gut of the River Tees is found approximately 500m north, this is
R-2023-0291-ESM-ES Vol 1 Chapter 1 to 6.pdf:33: gravel. This Made Ground was historically part of the reclamation from the River Tees (as well as a result
R-2023-0291-ESM-ES Vol 1 Chapter 1 to 6.pdf:35:2.40. The closest watercourse is the River Tees which runs in an easterly direction approximately 500m to the
R-2023-0291-ESM-SOL_23_P016_GLR_DAS.pdf:5: The River Tees is located approximately 500m north of the
R-2023-0291-ESM-SOL_23_P016_GLR_DAS.pdf:6:situated directly to the south of the River Tees, with the PD Ports Teesdock facility Teesport Ro-ro Terminal, and the wider Teesport Estate. The area includes an Asda
R-2023-0291-ESM-SOL_23_P016_GLR_DAS.pdf:6:River Tees are further industrial estates of North Tees. The following current Dabholm Gut forms part of the wider Teesport Northern Gateway development area
R-2023-0291-ESM-SOL_23_P016_GLR_DAS.pdf:6:from the northern site boundary. Past this Dabholm Gut of the River Tees is found Station and the Highfield Environmental Landfill site. Beyond this is the wider
R-2023-0291-ESM-SOL_23_P016_GLR_DAS.pdf:7:the site itself has no environmental or heritage designations. The River Tees which is
R-2023-0291-ESM-SOL_23_P016_GLR_DAS.pdf:8:Photo 1: View across site of existing site vegetation with site Photo 2: Mid site looking north towards River Tees currently Kinkerdale Road. A new road, Kinkerdale Road
R-2023-0291-ESM-SOL_23_P016_GLR_DAS.pdf:10:site. River access is shown in purple via the River Tees. made a private, with Kinkerdale Road diverted to the industrial developments of similar scale between them
R-2023-0291-ESM-SOL_23_P016_GLR_DAS.pdf:18: demonstrates that there is available public transport, proximity to the River Tees and Teesmouth &
R-2023-0291-ESM-SOL_23_P016_GLR ES Vol 3 Exec Summary.pdf:4: the south bank of the River Tees. The area is on the outskirts of urban areas including Redcar
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:3: Tees Estuary and lateral migration in Given the proximity of the River Tees, The proposed development will be
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:3: (including River Tees groundwater and unnamed drains it is possible for mostly buildings and hardstanding
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:3: the River Tees. capture runoff thereby reducing
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:3: (including River Tees flooding and is mostly hard standing. mostly buildings and hardstanding
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:5: (including River Tees groundwater hydrocarbons in shallow groundwater. mostly buildings and hardstanding
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:5: SSSI and SPA) Given the proximity of the River Tees, where a drainage system will
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:5: and laterally to the River Tees.
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:5: (including River Tees flooding. mostly buildings and hardstanding
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:6: (including River Tees groundwater non-reactive compounds that easily mostly buildings and hardstanding
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:6: (including River Tees drains if they were previously in contact mostly buildings and hardstanding
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:7: Tees Estuary and lateral migration in Given the proximity of the River Tees, The proposed development will be
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:7: (including River Tees groundwater and unnamed drains it is possible for mostly buildings and hardstanding
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:7: and laterally to the River Tees. capture runoff thereby reducing
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:7: (including River Tees mostly buildings and hardstanding
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:8: (including River Tees groundwater throughout its history and is unlikely to mostly buildings and hardstanding
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:8: (including River Tees will have entered the site drainage. mostly buildings and hardstanding
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:8: discharge to the River Tees.
R-2023-0291-ESM-SOL_23_P016_GLR Statement of Community Engagement Annex 3.C - Online Public Consultation Page.pdf:7: Cargo & Container Handling Port Facility, which is located on the south bank of the River Tees,
R-2023-0291-ESM-SOL_23_P016_GLR Statement of Community Engagement Annex 3.C - Online Public Consultation Page.pdf:8: The River Tees is located approximately 800m to the north of the proposed development. The
R-2021-0905-CD-ApplicationFormRedacted.pdf:1:•North West by the River Tees;
R-2020-0799-CD-Nov 2020 - 2383 - CEMP - Prairie Phase 2 Works Prairie Rev 2 (1).pdf:4:stretch along the south bank of the River Tees from the towns of Middlesbrough to Redcar in North
R-2020-0799-CD-Nov 2020 - 2383 - CEMP - Prairie Phase 2 Works Prairie Rev 2 (1).pdf:20:from impacting wintering birds within the Slems and the River Tees through the Lackenby Channel
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:39: Billingham Beck, Normanby Beck, Ormesby Beck, Old River Tees Beck, the
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:45:connected to the Lackenby Channel which flows directly into the River Tees and
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:51:Wife Beck which are hydrologically connected to the River Tees, and thus the
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:54: number of locations entering the River Tees at the same time.
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:83:the Teesmouth NNR through connection of Holme Becks to the River Tees,
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:108:to be hydrologically connected to the River Tees. Due to the potential for an
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:119:therefore the River Tees, and to ensure legal compliance with respect to nesting
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:6:TS10 5QW). South Bank is the western most point of Teesworks. Sitting on the banks of the River Tees, the
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:10:the River Tees (albeit stepped back from the wharf by approximately 30m). A section of the SBCO are
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:13:placement of biproducts from the steel making process. As such, the River Tees is likely in continuity
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:13:The River Tees is present approximately 20m to the north of the site boundary. The River Tees is a
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:13: the identified water resource receptor (River Tees).
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:4: The entirety of SB is reclaimed land from the River Tees Estuary. The Made Ground used
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:4: The DQRA focuses on water resource receptors, specifically, the River Tees is located just
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:5: direction in the Made Ground towards the north/northeast, towards the River Tees.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:5: The River Tees is present approximately 20m to the north of the site boundary. The River
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:5: receptor (River Tees Estuary) and subsequent dilution within the receptor
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:5: River Tees. The Teesmouth and Cleveland Estuary itself is designated Ramsar site, SPA
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:6: represent a significant risk to the primary water resource receptor (River Tees). As no
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:6: River Tees occurs.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:6: potential to enter the River Tees were directly compared with saline EQS.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:6: into account a dilution factor within the River Tees.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:6: the River Tees. These were described in the DQRA as “sentinel wells” and are considered
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:6: to provide the best representation of groundwater potentially entering the River Tees due
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:6: to the receptor (River Tees), based on the findings of the initial assessment.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:6: the sentinel wells to further evaluate the risk to the River Tees from the site.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:6: represents a point of compliance immediately prior to the River Tees.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:6: Dilution in the receiving surface water body (River Tees) was further considered by the
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:7: attenuation occurring during lateral migration and subsequent dilution in the River Tees.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:7: These locations were relatively distant from the River Tees and screening lower
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:7: on down gradient groundwater quality and the River Tees was considered to be limited.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:7: Further assessment of the potential risk to the River Tees was undertaken by comparison
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:7: significant risk to the River Tees.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:7: present a significant level of risk to the River Tees.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:7: to the identified water resource receptor (River Tees).
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:7: resource receptor, the River Tees.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:7: identified water resource receptor (River Tees).
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:11:resources, specifically, the River Tees which is located just beyond the northern border of the site. This report
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:11:will help refine the present conceptual site model (CSM) and define potential risks posed to the River Tees by
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:14: the River Tees. More rail sidings to the south and west of SBB have been developed.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:17:barrier between the site and River Tees, indicates that the groundwater migration pathway to the River and
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:17:The River Tees is present approximately 20m to the north of the site boundary. The River Tees is a tidal
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:18:receptors (River Tees and Teesmouth and Cleveland Coast SSSI) but noted the limited resource value of the
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:18:The proximity of the site to the River Tees (approximately 20m north of the site boundary) has resulted in a
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:18: The River Tees
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:18:The primary water resource receptor associated with the site was considered to be The River Tees, although
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:19:groundwater using site-specific information, where available. Dilution with the River Tees was also calculated
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:19: Prior to the River Tees (at sentinel wells and 360m down gradient from the Groundwater Source); and
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:19: Within the River Tees (dilution in the receptor; both Sources)
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:19:Assessment of a more distant compliance point protective of the River Tees provided a more accurate
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:19:Compliance Point Prior to the River Tees (at Sentinel Wells and 360m down gradient from
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:20:directly screening the Made Ground. As Made Ground forms the boundary with the River Tees, concentrations
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:20:amount of groundwater discharge from the site into the River Tees.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:20:Compliance Point within The River Tees (dilution in the receptor)
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:20:dilution within the River Tees was considered.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:20:Given the margin by which concentrations fell below the criteria, contaminant concentrations in the River Tees
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:20:Surface water monitoring data from the River Tees is provided in Royal Haskoning 2021. The findings of the
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:20:the River Tees) into the future.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:21:The River Tees is present approximately 20m to the north of the site boundary and groundwater migration
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:21:protection of estuarine surface water (River Tees) as of primary concern.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:21:plume located north towards the River Tees from the SBA_AUK_BH110 area is present. The NAPL was found
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:21:active pollutant linkage with the River Tees via the lateral migration pathway (mainly thorough the saturated
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:22: Migration in groundwater through the Made Ground towards the surface water receptor (River Tees).
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:23:The entirety of SB is reclaimed land from the River Tees Estuary. The Made Ground used for the land
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:24:sentinel wells as they are positioned to indicate contaminant flow off-site towards the River Tees. These
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:28:Surface water samples from the River Tees were obtained and reported in Royal Haskoning 2021. Samples
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:29:distribution and depth profile, they provide an indication of contaminant flow off-site towards the River Tees.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:29:primary water resource receptor (River Tees). As no changes have been made to the conceptual
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:30:immediately adjacent to the River Tees (albeit that a future sheet pile wall may be present in future, potentially
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:30:entirety of the site, immediately bordering the River Tees.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:30:the wide Teesworks site, particularly in areas bordering the River Tees where land reclamation will have
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:30:The primary water resource receptor associated with the site is considered to be The River Tees.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:30:Surface water features present are the River Tees and the Teesmouth and Cleveland Estuary. Both are
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:31:the River Tees. The absence of significant tidal variation in combination with the absence of a physical barrier
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:31:(such as a sheet pile wall) between the River Tees suggests that the potential for lateral migration within these
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:31:discharge of contamination into the River Tees occurs.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:31:boreholes, and it is likely present immediately adjacent to the River Tees. Therefore, a lateral migration
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:31:River Tees (and therefore potentially entering the River Tees, as represented by the sentinel wells), are likely
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:32:The water resources risk assessment has been undertaken to assess the risk to the River Tees following the
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:32: the River Tees were directly compared with saline EQS.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:32: 2. Further to this, SSAC were calculated taking into account a dilution factor within the River Tees.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:32:along the northern boundary of the site, prior to the River Tees. These were described in the DQRA as
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:32:River Tees due to their location at the northern of the site - in particular those screening Made Ground and
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:32:sentinel wells were used to further discuss the potential risk presented to the receptor (River Tees), based on
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:32:concentrations at the sentinel wells was unlikely to cause the SSAC (considering dilution in the River Tees) to
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:32:sentinel wells to further evaluate the risk to the River Tees from the site.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:33: River Tees (sentinel wells)
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:33: Within the River Tees
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:33:Further assessment of the potential risk to the River Tees has been undertaken by comparison of measured
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:33:Based on the above, dilution in the receiving surface water body (River Tees) is considered further below
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:33: River Tees
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:33:for the River Tees (recorded at Leven Bridge, reference: 25005 and at Low Moor, reference 25009) and are
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:34: River Tees (Leven Bridge & Low Flow rate (m3/s) Flow Rate (m3/day)
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:38:Further assessment of the potential risk to the River Tees has been undertaken by comparison of measured
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:38:Further evaluation of the potential level of risk presented to the River Tees from measured concentrations of
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:38: parallel with the River Tees is approximately 1,350m. Where a source is localised, comparing to the
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:38: stations on the River Tees and do not fully account for flow contributions for the lower Tees and
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:39: The dilution effect only considers freshwater flow from the River Tees. Tidal flow within the river at the
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:39:concentrations exceeding the SSAC with dilution relates to approximately 800m parallel with the River Tees.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:39:receptor (River Tees).
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:39:500m parallel with the River Tees.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:40:(River Tees).
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:40:resource receptor (River Tees).
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:40:immediately prior to the River Tees.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:40:Dilution in the receiving surface water body (River Tees) has been further considered by the calculation of
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:41:dilution in the River Tees. SBA_AUK_BH103 and SBC_AUK_BH113 are also potentially down gradient of this
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:41:CoC exceeding at each location. These locations are between 400m and 1,200m from the River Tees. The
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:42:closest of these locations (SBB_AUK_BH108) is 300m from the River Tees.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:42:measured concentrations of ammoniacal nitrogen do not present a risk to the River Tees.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:42:River Tees was undertaken. This look at multiple lines of evidence, including the revision of SSAC based on a
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:42:unlikely to present a significant risk to the identified water resource receptor (River Tees).
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:42:wells is appropriate to further assess the potential risk to the River Tees. Based on the SSAC derived, none of
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:42:significant risk to the identified water resource receptor (River Tees). As such, the risk to water resource
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:42:receptors (River Tees) is not considered significant.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:43:SBCO), is not considered to present a significant risk to the identified water resource receptor (River Tees).
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:43:concludes that the site does not present a significant risk to the River Tees.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:43:significant level of risk to the River Tees.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:46: River Tees
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:102:River Gauging Station River Tees (Leven Bridge & Low Mo
R-2022-0096-CD-ApplicationFormRedacted.pdf:2: - North West by the River Tees;
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:4: The entirety of SB is reclaimed land from the River Tees Estuary. The Made Ground used
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:4: The DQRA focuses on water resource receptors, specifically, the River Tees is located just
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:5: direction in the Made Ground towards the north/northeast, towards the River Tees.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:5: The River Tees is present approximately 20m to the north of the site boundary. The River
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:5: receptor (River Tees Estuary) and subsequent dilution within the receptor
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:5: River Tees. The Teesmouth and Cleveland Estuary itself is designated Ramsar site, SPA
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:6: represent a significant risk to the primary water resource receptor (River Tees). As no
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:6: River Tees occurs.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:6: potential to enter the River Tees were directly compared with saline EQS.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:6: into account a dilution factor within the River Tees.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:6: the River Tees. These were described in the DQRA as “sentinel wells” and are considered
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:6: to provide the best representation of groundwater potentially entering the River Tees due
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:6: to the receptor (River Tees), based on the findings of the initial assessment.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:6: the sentinel wells to further evaluate the risk to the River Tees from the site.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:6: represents a point of compliance immediately prior to the River Tees.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:6: Dilution in the receiving surface water body (River Tees) was further considered by the
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:7: attenuation occurring during lateral migration and subsequent dilution in the River Tees.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:7: These locations were relatively distant from the River Tees and screening lower
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:7: on down gradient groundwater quality and the River Tees was considered to be limited.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:7: Further assessment of the potential risk to the River Tees was undertaken by comparison
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:7: significant risk to the River Tees.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:7: present a significant level of risk to the River Tees.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:7: to the identified water resource receptor (River Tees).
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:7: resource receptor, the River Tees.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:7: identified water resource receptor (River Tees).
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:11:resources, specifically, the River Tees which is located just beyond the northern border of the site. This report
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:11:will help refine the present conceptual site model (CSM) and define potential risks posed to the River Tees by
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:14: the River Tees. More rail sidings to the south and west of SBB have been developed.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:17:barrier between the site and River Tees, indicates that the groundwater migration pathway to the River and
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:17:The River Tees is present approximately 20m to the north of the site boundary. The River Tees is a tidal
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:18:receptors (River Tees and Teesmouth and Cleveland Coast SSSI) but noted the limited resource value of the
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:18:The proximity of the site to the River Tees (approximately 20m north of the site boundary) has resulted in a
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:18: The River Tees
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:18:The primary water resource receptor associated with the site was considered to be The River Tees, although
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:19:groundwater using site-specific information, where available. Dilution with the River Tees was also calculated
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:19: Prior to the River Tees (at sentinel wells and 360m down gradient from the Groundwater Source); and
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:19: Within the River Tees (dilution in the receptor; both Sources)
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:19:Assessment of a more distant compliance point protective of the River Tees provided a more accurate
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:19:Compliance Point Prior to the River Tees (at Sentinel Wells and 360m down gradient from
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:20:directly screening the Made Ground. As Made Ground forms the boundary with the River Tees, concentrations
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:20:amount of groundwater discharge from the site into the River Tees.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:20:Compliance Point within The River Tees (dilution in the receptor)
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:20:dilution within the River Tees was considered.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:20:Given the margin by which concentrations fell below the criteria, contaminant concentrations in the River Tees
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:20:Surface water monitoring data from the River Tees is provided in Royal Haskoning 2021. The findings of the
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:20:the River Tees) into the future.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:21:The River Tees is present approximately 20m to the north of the site boundary and groundwater migration
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:21:protection of estuarine surface water (River Tees) as of primary concern.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:21:plume located north towards the River Tees from the SBA_AUK_BH110 area is present. The NAPL was found
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:21:active pollutant linkage with the River Tees via the lateral migration pathway (mainly thorough the saturated
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:22: Migration in groundwater through the Made Ground towards the surface water receptor (River Tees).
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:23:The entirety of SB is reclaimed land from the River Tees Estuary. The Made Ground used for the land
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:24:sentinel wells as they are positioned to indicate contaminant flow off-site towards the River Tees. These
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:28:Surface water samples from the River Tees were obtained and reported in Royal Haskoning 2021. Samples
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:29:distribution and depth profile, they provide an indication of contaminant flow off-site towards the River Tees.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:29:primary water resource receptor (River Tees). As no changes have been made to the conceptual
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:30:immediately adjacent to the River Tees (albeit that a future sheet pile wall may be present in future, potentially
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:30:entirety of the site, immediately bordering the River Tees.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:30:the wide Teesworks site, particularly in areas bordering the River Tees where land reclamation will have
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:30:The primary water resource receptor associated with the site is considered to be The River Tees.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:30:Surface water features present are the River Tees and the Teesmouth and Cleveland Estuary. Both are
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:31:the River Tees. The absence of significant tidal variation in combination with the absence of a physical barrier
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:31:(such as a sheet pile wall) between the River Tees suggests that the potential for lateral migration within these
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:31:discharge of contamination into the River Tees occurs.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:31:boreholes, and it is likely present immediately adjacent to the River Tees. Therefore, a lateral migration
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:31:River Tees (and therefore potentially entering the River Tees, as represented by the sentinel wells), are likely
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:32:The water resources risk assessment has been undertaken to assess the risk to the River Tees following the
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:32: the River Tees were directly compared with saline EQS.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:32: 2. Further to this, SSAC were calculated taking into account a dilution factor within the River Tees.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:32:along the northern boundary of the site, prior to the River Tees. These were described in the DQRA as
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:32:River Tees due to their location at the northern of the site - in particular those screening Made Ground and
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:32:sentinel wells were used to further discuss the potential risk presented to the receptor (River Tees), based on
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:32:concentrations at the sentinel wells was unlikely to cause the SSAC (considering dilution in the River Tees) to
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:32:sentinel wells to further evaluate the risk to the River Tees from the site.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:33: River Tees (sentinel wells)
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:33: Within the River Tees
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:33:Further assessment of the potential risk to the River Tees has been undertaken by comparison of measured
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:33:Based on the above, dilution in the receiving surface water body (River Tees) is considered further below
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:33: River Tees
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:33:for the River Tees (recorded at Leven Bridge, reference: 25005 and at Low Moor, reference 25009) and are
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:34: River Tees (Leven Bridge & Low Flow rate (m3/s) Flow Rate (m3/day)
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:38:Further assessment of the potential risk to the River Tees has been undertaken by comparison of measured
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:38:Further evaluation of the potential level of risk presented to the River Tees from measured concentrations of
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:38: parallel with the River Tees is approximately 1,350m. Where a source is localised, comparing to the
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:38: stations on the River Tees and do not fully account for flow contributions for the lower Tees and
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:39: The dilution effect only considers freshwater flow from the River Tees. Tidal flow within the river at the
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:39:concentrations exceeding the SSAC with dilution relates to approximately 800m parallel with the River Tees.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:39:receptor (River Tees).
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:39:500m parallel with the River Tees.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:40:(River Tees).
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:40:resource receptor (River Tees).
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:40:immediately prior to the River Tees.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:40:Dilution in the receiving surface water body (River Tees) has been further considered by the calculation of
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:41:dilution in the River Tees. SBA_AUK_BH103 and SBC_AUK_BH113 are also potentially down gradient of this
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:41:CoC exceeding at each location. These locations are between 400m and 1,200m from the River Tees. The
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:42:closest of these locations (SBB_AUK_BH108) is 300m from the River Tees.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:42:measured concentrations of ammoniacal nitrogen do not present a risk to the River Tees.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:42:River Tees was undertaken. This look at multiple lines of evidence, including the revision of SSAC based on a
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:42:unlikely to present a significant risk to the identified water resource receptor (River Tees).
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:42:wells is appropriate to further assess the potential risk to the River Tees. Based on the SSAC derived, none of
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:42:significant risk to the identified water resource receptor (River Tees). As such, the risk to water resource
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:42:receptors (River Tees) is not considered significant.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:43:SBCO), is not considered to present a significant risk to the identified water resource receptor (River Tees).
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:43:concludes that the site does not present a significant risk to the River Tees.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:43:significant level of risk to the River Tees.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:46: River Tees
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:102:River Gauging Station River Tees (Leven Bridge & Low Mo
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 2).pdf:2: Surface Waters (River Tees)
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:16:(which discharge into the River Tees ~2000m north of the site) being considered the primary receptor for
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:16:The Teesmouth and Cleveland Coast SSSI which includes a section of the River Tees is located approximately
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:16:discharges from the site to the Teesmouth and Cleveland Coast SPA and RAMSAR via the River Tees are likely
R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 1.pdf:16:to be limited by tidal exchange and the large volume of the River Tees receiving water. This is in line with the
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:9:PD Ports land. The River Tees is approximately 315m north of the site).
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:10:process. As such, the River Tees is likely in continuity with water within both the Made Ground and the
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:10:to be in direct continuity with the River Tees however interaction cannot be ruled out without data on
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:10:The closest surface water feature to the site is the River Tees approximately 315m beyond the northern
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:11: the risk to the River Tees Estuary was also shown not to be significant. This conclusion is likely
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:5: • Migration in groundwater towards the surface water receptor (River Tees Estuary) and
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:5: intersect site groundwater prior to its potential discharge into the River Tees. These wells
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:5: groundwater using site-specific information, where available. Dilution with the River Tees was
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:5: • Prior to the River Tees (at sentinel wells and 360m down gradient from Groundwater
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:5: • Within the River Tees (dilution in the receptor)
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:5: Assessment of a more distant compliance point protective of the River Tees provides a more
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:5: Compliance Point Prior to the River Tees (at Sentinel Wells and 360m down gradient from
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:6: boundary with the River Tees, concentrations are likely to be similar immediately adjacent to
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:6: from the site into the River Tees.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:6: Compliance Point within The River Tees (dilution in the receptor)
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:6: dilution within the River Tees was considered.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:6: Surface water monitoring data from the River Tees is provided in Royal Haskoning 2021. The
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:6: concentrations will still remain well below their SSAC (considering dilution in the River Tees).
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:11:The DQRA focuses on water resources, specifically, the River Tees which forms the northern border of the
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:11:to the River Tees by the measured concentration of CoC in groundwater. This should in turn inform any
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:15:ecological receptors (River Tees and Teesmouth and Cleveland Coast SSSI) and noted the limited resource
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:16:The proximity of the site to the River Tees (approximately 20m north of the site boundary) has resulted in a
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:17:The River Tees is present approximately 20m to the north of the site boundary. The Teesmouth and Cleveland
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:17:Lateral migration of CoC within the groundwater towards the River Tees Estuary is also considered an active
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:17:between the site and River Tees, means the groundwater migration pathway to the River and Estuary is also
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:17:the River Tees from the BH110 area is present. The DNAPL was found resting on the boundary between the
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:17:• Migration in groundwater towards the surface water receptor (River Tees Estuary)
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:18:The entirety of SBA is reclaimed land from the River Tees Estuary. The Made Ground used for the land
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:21:Surface water samples from the River Tees were obtain and reported in Royal Haskoning 2021. Samples were
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:22:receptor (River Tees). As such, a modelled source area has not been defined given that the assessment is
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:22:the River Tees is considered the primary water resource receptor associated with the site.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:23:The primary water resource receptor associated with the site is considered to be The River Tees estuary,
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:23:Surface water features present are the River Tees and the Teesmouth and Cleveland Estuary. There are both
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:25:taking into account a dilution factor within the River Tees has also been calculated based on one of the selected
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:25: • Within the River Tees
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:25: River Tees (sentinel wells) and within the
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:25: River Tees was considered given that
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:26:modelled groundwater source to the River Tees.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:27:As such, dilution in the receiving surface water body (River Tees) is considered further below.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:27:for the River Tees (recorded at Leven Bridge, reference: 25005 and at Low Moor, reference 25009) and are
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:27: River Tees (Leven Flow rate (m3/s) Flow Rate (m3/day)
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:28: • 360m compliance point (prior to entering River Tees)
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:28: • Within the River Tees (360m lateral migration and dilution in the river)
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:28: • Prior to entering the River Tees (sentinel wells comparison with EQS)
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:28: • Within the River Tees (EQS incorporating dilution in the river)
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:28:considering dilution in the River Tees. For the Made Ground source, 10% of the EQS was multiplied by the
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:29:None of the measured concentrations exceeded the SSAC incorporating dilution within the River Tees.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:29:dilution within the River Tees, none of the measured concentrations exceed the SSAC.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:29:The assessment considered multiple compliance points including; within the River Tees, a compliance point
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:29:prior to the River Tees and an on-site compliance point (groundwater source only, 50m compliance point).
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:29:resources on this basis. Assessment of a more distant compliance point protective of the River Tees provides
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:29:Compliance Point Prior to the River Tees (at Sentinel Wells and 360m down gradient from Groundwater
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:29:based on a compliance point prior to the River Tees (360m compliance point). Concentrations exceeded by
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:29:River Tees (360m compliance point) is considered to be low.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:29:From the groundwater source, cyanide exceeds based on compliance point prior to the River Tees by a greater
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:29:Ground forms the boundary with the River Tees, concentrations are likely to be similar immediately adjacent
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:29:River Tees.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:29:Compliance Point within The River Tees (dilution in the receptor)
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:30:exceeded their respective SSAC when dilution within the River Tees was considered.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:30:The dilution assessment is based on upstream gauging stations, prior to the point that the River Tees becomes
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:30:conditions. The modelling undertaken demonstrates that concentrations in the River Tees will remain below
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:30:the criteria, contaminant concentrations in the River Tees are considered unlikely to exceed measurable
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:30:Surface water monitoring data from the River Tees is provided in Royal Haskoning 2021. Measured
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:32: River Tees
R-2021-0713-CD-COMPLIANCE OFFICER REPORT.pdf:3:The report states the main identified water resource receptor being the River Tees.
R-2021-0713-CD-COMPLIANCE OFFICER REPORT.pdf:3:within the River Tees, and therefore, the report states it is not considered to present
R-2021-0713-CD-COMPLIANCE OFFICER REPORT.pdf:3:a significant risk to the identified water resource receptor (River Tees)
R-2021-0713-CD-Contam Land.pdf:2: The report states the main identified water resource receptor being the River Tees.
R-2021-0713-CD-Contam Land.pdf:3:within the River Tees, and therefore, the report states it is not considered to present
R-2021-0713-CD-Contam Land.pdf:3:a significant risk to the identified water resource receptor (River Tees)
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:4: The entirety of SB is reclaimed land from the River Tees Estuary. The Made Ground used
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:4: The DQRA focuses on water resource receptors, specifically, the River Tees is located just
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:5: direction in the Made Ground towards the north/northeast, towards the River Tees.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:5: The River Tees is present approximately 20m to the north of the site boundary. The River
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:5: receptor (River Tees Estuary) and subsequent dilution within the receptor
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:5: River Tees. The Teesmouth and Cleveland Estuary itself is designated Ramsar site, SPA
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:6: represent a significant risk to the primary water resource receptor (River Tees). As no
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:6: River Tees occurs.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:6: Modelling Approach potential to enter the River Tees were directly compared with saline EQS.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:6: into account a dilution factor within the River Tees.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:6: the River Tees. These were described in the DQRA as “sentinel wells” and are considered
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:6: to provide the best representation of groundwater potentially entering the River Tees due
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:6: to the receptor (River Tees), based on the findings of the initial assessment.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:6: the sentinel wells to further evaluate the risk to the River Tees from the site.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:6: represents a point of compliance immediately prior to the River Tees.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:7: Dilution in the receiving surface water body (River Tees) was further considered by the
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:7: attenuation occurring during lateral migration and subsequent dilution in the River Tees.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:7: These locations were relatively distant from the River Tees and screening lower
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:7: on down gradient groundwater quality and the River Tees was considered to be limited.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:7: Further assessment of the potential risk to the River Tees was undertaken by comparison
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:7: ammoniacal nitrogen do not present a risk to the River Tees.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:7: to the identified water resource receptor (River Tees).
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:7: resource receptor, the River Tees.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:7: identified water resource receptor (River Tees).
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:11:resources, specifically, the River Tees which is located just beyond the northern border of the site. This report
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:11:will help refine the present conceptual site model (CSM) and define potential risks posed to the River Tees by
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:14: the River Tees. More rail sidings to the south and west of SBB have been developed.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:17:barrier between the site and River Tees, indicates that the groundwater migration pathway to the River and
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:17:The River Tees is present approximately 20m to the north of the site boundary. The River Tees is a tidal
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:18:receptors (River Tees and Teesmouth and Cleveland Coast SSSI) but noted the limited resource value of the
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:18:The proximity of the site to the River Tees (approximately 20m north of the site boundary) has resulted in a
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:18: The River Tees
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:18:The primary water resource receptor associated with the site was considered to be The River Tees, although
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:19:groundwater using site-specific information, where available. Dilution with the River Tees was also calculated
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:19: Prior to the River Tees (at sentinel wells and 360m down gradient from the Groundwater Source); and
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:19: Within the River Tees (dilution in the receptor; both Sources)
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:19:Assessment of a more distant compliance point protective of the River Tees provided a more accurate
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:19:Compliance Point Prior to the River Tees (at Sentinel Wells and 360m down gradient from
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:20:directly screening the Made Ground. As Made Ground forms the boundary with the River Tees, concentrations
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:20:amount of groundwater discharge from the site into the River Tees.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:20:Compliance Point within The River Tees (dilution in the receptor)
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:20:dilution within the River Tees was considered.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:20:Given the margin by which concentrations fell below the criteria, contaminant concentrations in the River Tees
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:20:Surface water monitoring data from the River Tees is provided in Royal Haskoning 2021. The findings of the
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:20:the River Tees) into the future.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:21:The River Tees is present approximately 20m to the north of the site boundary and groundwater migration
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:21:protection of estuarine surface water (River Tees) as of primary concern.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:21:plume located north towards the River Tees from the SBA_AUK_BH110 area is present. The NAPL was found
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:21:active pollutant linkage with the River Tees via the lateral migration pathway (mainly thorough the saturated
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:22: Migration in groundwater through the Made Ground towards the surface water receptor (River Tees)
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:23:The entirety of SB is reclaimed land from the River Tees Estuary. The Made Ground used for the land
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:24:sentinel wells as they are positioned to indicate contaminant flow off-site towards the River Tees. These
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:28:Surface water samples from the River Tees were obtained and reported in Royal Haskoning 2021. Samples
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:29:distribution and depth profile, they provide an indication of contaminant flow off-site towards the River Tees.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:29:primary water resource receptor (River Tees). As no changes have been made to the conceptual
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:29:immediately adjacent to the River Tees (albeit that a future sheet pile wall may be present in future, potentially
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:29:entirety of the site, immediately bordering the River Tees.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:29:significant portion of the wide Former Redcar Steelworks site, particularly in areas bordering the River Tees
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:30:The primary water resource receptor associated with the site is considered to be The River Tees.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:30:Surface water features present are the River Tees and the Teesmouth and Cleveland Estuary. Both are
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:30:the River Tees. The absence of significant tidal variation in combination with the absence of a physical barrier
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:30:(such as a sheet pile wall) between the River Tees suggests that the potential for lateral migration within these
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:30:discharge of contamination into the River Tees occurs.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:30:boreholes, and it is likely present immediately adjacent to the River Tees. Therefore, a lateral migration
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:31:River Tees (and therefore potentially entering the River Tees, as represented by the sentinel wells), are likely
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:32:The water resources risk assessment has been undertaken to assess the risk to the River Tees following the
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:32: the River Tees were directly compared with saline EQS.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:32: 2. Further to this, SSAC were calculated taking into account a dilution factor within the River Tees.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:32:boundary of the site, prior to the River Tees. These were described in the DQRA as “sentinel wells” and are
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:32:considered to provide the best representation of groundwater potentially entering the River Tees due to their
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:32:to further discuss the potential risk presented to the receptor (River Tees), based on the findings of the initial
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:32:concentrations at the sentinel wells was unlikely to cause the SSAC (considering dilution in the River Tees) to
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:32:sentinel wells to further evaluate the risk to the River Tees from the site.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:33: River Tees (sentinel wells)
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:33: Within the River Tees
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:33:Further assessment of the potential risk to the River Tees has been undertaken by comparison of measured
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:33:Based on the above, dilution in the receiving surface water body (River Tees) is considered further below
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:33: River Tees
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:33:for the River Tees (recorded at Leven Bridge, reference: 25005 and at Low Moor, reference 25009) and are
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:34: River Tees (Leven Bridge & Low Flow rate (m3/s) Flow Rate (m3/day)
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:37:Further assessment of the potential risk to the River Tees has been undertaken by comparison of measured
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:37:The SB site length parallel with the River Tees is approximately 1,350m. The distribution of ammoniacal
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:37:River Tees.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:37:immediately prior to the River Tees.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:37:Dilution in the receiving surface water body (River Tees) has been further considered by the calculation of
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:38:dilution in the River Tees. SBA_AUK_BH103 and SBC_AUK_BH113 are also potentially down gradient of this
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:38:are between 400m and 1,100m from the River Tees. The influence of concentrations associated with these
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:38:wells on down gradient groundwater quality and the River Tees is considered to be limited.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:38:measured concentrations of ammoniacal nitrogen do not present a risk to the River Tees.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:38:wells is appropriate to further assess the potential risk to the River Tees. Based on the SSAC derived
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:38:exceed the SSAC. As such, the risk to water resource receptors (River Tees) is not considered significant.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:40:SBCO), is not considered to present a significant risk to the identified water resource receptor (River Tees).
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:40:concludes that the site does not present a significant risk to the River Tees.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:40:significant level of risk to the River Tees.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:43: River Tees
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:82:River Gauging Station River Tees (Leven Bridge & Low Mo
R-2021-0608-PND-hra.pdf:8: to Marske-by-the Sea in the south and includes the River Tees up to the Tees Barrage. The
R-2021-0608-PND-210801_Ecolgy screening (EIA criteria) for Teesworks demolitions_INCA_RevA.pdf:13:Marske-by-the Sea in the south and includes the River Tees up to the Tees Barrage
R-2021-0608-PND-210801_Ecolgy screening (EIA criteria) for Teesworks demolitions_INCA_RevA.pdf:15:River Tees for hundreds of years but were lost from the estuary for much of the 20th
20210115 MLA202000507 South Bank Quay-phase 2 - Fisheries advice MG GE + JPQC.pdf:1: South Quay Project (phase 2) on the River Tees by South Tees Development Corporation and your
20210115 MLA202000507 South Bank Quay-phase 2 - Fisheries advice MG GE + JPQC.pdf:4:Dredging activities in the river Tees
20210115 MLA202000507 South Bank Quay-phase 2 - Fisheries advice MG GE + JPQC.pdf:5: activities proposed within the river Tees I have concerns regarding the potential cumulative impacts
20210115 MLA202000507 South Bank Quay-phase 2 - Fisheries advice MG GE + JPQC.pdf:7: iii. In the context of migratory fish movement up/downstream within the river Tees, the
20210115 MLA202000507 South Bank Quay-phase 2 - Fisheries advice MG GE + JPQC.pdf:9: passing through the bank and into the River Tees and adversely affecting sensitive receptors is
20210115 MLA202000507 South Bank Quay-phase 2 - Fisheries advice MG GE + JPQC.pdf:10: affecting marine receptors in the river Tees therefore, I would expect this project to be included and
20210115 MLA202000507 South Bank Quay-phase 2 - Fisheries advice MG GE + JPQC.pdf:12:Moore, A. & Potter, E.C.E. (2014). Provisional Assessment of the River Tees Barrage Fish Passage.
20210201 MLA202000506 MLA202000507 Tees South Bank Phases 1 and 2 - EIA Licence Advice Minute - SEAL Advice v2+SJB.pdf:1:RIVER TEES, MIDDLESBOROUGH.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:8: River Tees TRANSITION FLARES
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:8: River Tees
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:8: River Tees TRANSITION FLARES
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:10:and a set of pipe tunnels which cross underneath the River Tees at the downstream end. These constraints
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:16:Many of the riverside industrial plants along the 17km stretch of the River Tees have docking and cargo
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:16:facilities and, therefore, the River Tees experiences significant commercial vessel traffic. PD Teesport
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:23: River Tees TRANSITION FLARES
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:23: DEPTH -7.2mCD DEPTH -8.5mCD DEPTH -10.4mCD River Tees
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:23: River Tees TRANSITION FLARES
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:33:and a set of pipe tunnels which cross underneath the River Tees at the downstream end. These constraints
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:54:the River Tees estuary, undertaken over many decades. This work is summarised below in Table 6.5,
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:62:channel deepened to its present depth. The role of the River Tees in supplying fine sediment to the coastal
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:66:Within the River Tees estuary, tidal current measures were recorded along a series of cross-channel
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:67: Figure 6.1 Location of ADCP transects in the River Tees (2005 survey)
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:70:The River Tees has its source about 160km from the sea on Cross Fell in the Pennines and drains a
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:79:using MIKE-21 for the River Tees (Figure 6.25). These conditions were run coincident with a Highest
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:85: Figure 6.29 Maintenance dredging reaches within the River Tees
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:173: the River Tees and the estuary and encourage integrated habitat creation and management;
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:173: • enhance the environmental quality of the River Tees and coastline; and,
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:181:inland river (Mill Stream) within the footprint of the proposed scheme. The tidal River Tees runs immediately
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:181:The River Tees is a WFD water body, known as Tees (waterbody ID: GB510302509900). The overall rating
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:181:The land quality PRA indicates that the land inshore of the River Tees is classified as Flood Zone 1 with a
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:184:of land closest to the River Tees. The objective of the remediation strategy was to mitigate the level of
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:188:a piled quay wall along the river frontage is likely to reduce the connectivity of site soils with the River Tees.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:219: The River Tees is important wildlife corridor and should remain as such Acknowledged and this has been taken into account
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:219: seasonal sensitivities in the area/River Tees. sensitivities, is presented in Section 10.4.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:262:Otters Lutra lutra have been recorded upstream of the proposed scheme footprint and along the River Tees.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:263:footprint. This location is north of the River Tees, and hence disconnected from the proposed scheme.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:309: Extensive dredging activity is planned for this area of the River Tees,
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:324:Underwater noise measurements were recorded in the River Tees, including the area of the proposed capital
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:327:Table 13.11 Predictions of underwater noise levels during percussive piling in the River Tees
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:333:Many of the riverside industrial plants along the 17km stretch of the River Tees have docking and cargo
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:333:facilities and, therefore, the River Tees experiences significant commercial vessel traffic. PDT has
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:350:HER data for the northern bank of the River Tees is maintained by Tees Archaeology. The online terrestrial
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:355:Record of the Historic Environment (NRHE) within the River Tees (Figure 16.4). These are losses which
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:355:used for carrying cargo or passengers within rivers or canals, that sank in River Tees in the fairway in the
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:355:remains within the River Tees. Furthermore, the use of the estuary as a historic shipping, transport and
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:358:and continues to provide an important and unique crossing over the River Tees. Following receipt of the
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:358:views of the surrounding area, in terms of its heritage value, its landmark position across the River Tees,
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:360:indiscernible over and above existing industrial and navigation activities within this area of the River Tees.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:368: the proposed scheme footprint. both sides of the River Tees.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:387:The River Tees and the area of shoreline at the mouth are designated as the Teesmouth and Cleveland
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:387:are other such areas of this habitat within the River Tees. As the mudflats within the estuary are intertidal
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:396:within the River Tees. Given this existing level of vessel activity, it is not anticipated that this increase in
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:399:environmental quality of the River Tees.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:405:viewing area, in close proximity on the south bank of the River Tees, is a popular sightseer destination. This
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:406:at its closest point. The backdrop to the area is industrial development at the mouth of the River Tees. The
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:406:the River Tees and its tributaries, with wide views to distant hills. The large urban conurbation at the mouth
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:407: • East Billingham to Teesmouth (study area west of the River Tees).
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:407:LCA East Billingham to Teesmouth, extends east of the built-up edge of Billingham to the River Tees and
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:408: • Industry dominates the area to the east along the River Tees;
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:408:areas of industrial and brownfield land that adjoin the east side of the River Tees. This is considered further
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:409:Middlesbrough to the River Tees and the boundary with Redcar Flats. The naming of this character area is
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:409: • The tidal nature of the River Tees is of national and international importance to waterfowl;
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:409:either side of the River Tees are relatively uniform. The proposed scheme footprint and its setting is also
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:409: • Estuarine (mouth of the River Tees as a linear strip, approximately 3km northwest of the proposed
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:409:The site comprises a section of the River Tees and adjoining riverbank extending to a distance of
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:409:proposed scheme footprint located in South Bank, an area adjoining the southern bank of the River Tees
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:410:modified landscape alongside the River Tees, historically supporting heavy industrial uses, including steel
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:412:There is a virtual absence of receptor locations on the north bank of the River Tees, opposite the proposed
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:413: • Cargo Fleet River View Park. A small park located on the south bank of the River Tees south
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:414:tracts of land to the south of the River Tees that will be transformed into a world-class, modern and large-
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:417:the industrial River Tees. Similar (albeit smaller) vessels are often moored upstream at Normanby Wharf;
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:419:conurbations and extensive industrial development in the River Tees plain.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:420: function of the River Tees.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:420: of the environmental quality of the River Tees.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:423: • River Tees Catchment Flood Management Plan (CFMP).
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:429:Due to the proposed scheme being partially located within the banks of the tidally influenced River Tees,
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:429:Borehole records indicate that groundwater levels could be linked to tidal levels in the River Tees. This is
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:429:distance from the River Tees and potential connectivity between tidal and groundwater levels, it is
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:430: However, at this location the River Tees is tidally influenced.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:430: watercourse itself. Given the distance from the River Tees
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:430: discharged directly into the River Tees.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:430: of risk is confined to within the banks of the River Tees and
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:433:the proposed scheme footprint lies within the River Tees, which falls within Flood Zones 2 and 3. The small
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:598:Royal HaskoningDHV (2019b). Tidal Stream Atlas – Tees Bay and River Tees. Report to PD Teesport.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:14:The site is located on the southern bank of the River Tees, approximately 0.9 kilometres (km) north of South
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:57: • Dredging of the River Tees;
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:58: (e.g. known spawning and nursery grounds or migratory routes) in the area/River Tees (e.g. an appropriate baseline assessment).
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:58: within the River Tees, it will be important to consider migratory fish species.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:75: • Dredging of the River Tees,
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:135:Figure 2.5: Seamless link between triangular and quadrangular mesh of the River Tees 6
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:135:Figure 2.9: ADCP 2005 transect and ADCP 2017 point in the River Tees 9
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:137:(River Tees) 85
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:138:(River Tees) 87
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:138:(30 deg N) (River Tees) 89
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:138:East (30 deg N) (River Tees) 91
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:138:(210 deg N) (River Tees) 93
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:139:Hartlepool Headland in the north and Redcar in the south; and (iii) includes the whole of the River Tees up
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:141:• The software allows for a quadrangular mesh covering the River Tees to be seamlessly linked into the
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:141: River Tees to be incorporated.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:142:River Tees up to the Tees Barrage. The offshore boundary follows the predominant north-south tidal stream
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:142: • Bathymetric Surveys of the Tees approach channel, Tees Dock, Tees Dock Turning Area, River Tees
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:142:• River Tees cross sections (Environment Agency)
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:143: River Tees quadrangular 50 x 50
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:144:Due to the importance of fluvial flows from the River Tees, a quadrangular mesh of the river channel up to
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:146: Figure 2.5: Seamless link between triangular and quadrangular mesh of the River Tees
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:147:The third open boundary is the river flow boundary at the River Tees Barrage, which is based on the time
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:148: in the River Tees for the time period between 22nd to 30th April 2005.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:148:There are three ADCP transect locations in the River Tees that are relevant to this study, namely T9
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:149: Figure 2.9: ADCP 2005 transect and ADCP 2017 point in the River Tees
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:157:River Tees as for the previous Tees Dock study. ADCP data has been recorded along three transects,
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:157:boundary is located upstream the River Tees at the Tees Barrage and uses a constant discharge flow.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:212:the River Tees, so local wind-generated waves would be of more significance at the site. In order to
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:214:mouth and the River Tees. The obtained correlations are:
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:225: Figure 6.14: Locally generated waves for 1 in 1 year return period coming from North (0 deg N) (River Tees)
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:227: Figure 6.16: Locally generated waves for 1 in 100 year return period coming from North (0 deg N) (River Tees)
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:229: Figure 6.18: Locally generated waves for 1 in 1 year return period coming from North-North-East (30 deg N) (River Tees)
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:231: Figure 6.20: Locally generated waves for 1 in 100 year return period coming from North-North-East (30 deg N) (River Tees)
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:233: Figure 6.22: Locally generated waves for 1 in 1 year return period coming from South-South-West (210 deg N) (River Tees)
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:235: coming from South-South-West (210 deg N) (River Tees)
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:251:The site is located on the southern bank of the River Tees. It comprises a linear land parcel, approximately
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:251:groundwater abstractions within 1km of the site boundary. The site is adjacent to the River Tees to the
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:256:The site is located on the southern bank of the River Tees, approximately 0.9 kilometres (km) north of South
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:256:earth stockpile which runs along the road, parallel to the River Tees. It is understood that the earth stockpile
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:256: The River Tees forms the northern site boundary, beyond which on the other side of the river is the former North
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:262:the River Tees.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:262:The River Tees, which is a tidal river, runs adjacent to the site boundary to the north west. The River Tees
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:262:The Groundsure Insight Report (Appendix C) indicates that the area of the site closest to the River Tees is
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:263:1:10,560) the River Tees. mudflats with a network of surface watercourses which
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:263: flow north towards the River Tees.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:263:1857 (OS Map No significant change. The River Tees is labelled as three channels, south,
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:263:1893 (OS Map Eston Wharf and a mooring stage is labelled in The River Tees is now shown as one channel. Beacons
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:264:1894-1899 (OS A travelling crane and railway tracks are shown The river is labelled the River Tees.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:264:Maps 1:2,500 and running parallel to the River Tees along Eston
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:264: more railway tracks have been constructed to ‘River Tees Dockyard’ and has been redeveloped
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:267: opposite site of the River Tees which includes an
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:267:1992 (OS Map No significant change. River Tees dockyard has been redeveloped and is now
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:267:1:10,000) to the southern bank of the River Tees around 250m to
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:271:the River Tees where the historical infilling for land reclamation would have been deepest. Groundwater
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:271:site, 2B2 between the northern boundary of the oil depot and the River Tees and 2B3 was to the eastern
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:271:the Alluvium and CORUS UK interpreted groundwater flow to be to the north towards the River Tees.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:272:encompasses most of the site with the exception of a narrow strip of land closest to the River Tees.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:274: • River Tees (Tees Estuary SSSI; SPA and Ramsar).
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:275: (predominantly the River Tees);
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:276: Medium Low likelihood given their proximity to the River Tees estuary and
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:277: River Tees, Mill
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:277: surface water Medium Likely Moderate Risk into the River Tees, especially during construction
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:277: given their proximity to the River Tees estuary and
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:278: given their proximity to the River Tees estuary and
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:279: River Tees (SSSI), Mill
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:279: surface water Medium Likely Moderate Risk into the River Tees, especially during construction
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:279: Undifferentiated given their proximity to the River Tees estuary and
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:280: of groundwater River Tees, Mill
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:280: of groundwater River Tees, Mill Moderate to
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:281: of groundwater River Tees, Mill
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:282: of groundwater River Tees, Mill
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:283: with contaminants Low Risk River Tees and there is the potential for
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:283: River Tees, Mill
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:285:the bank of the River Tees, an access road running parallel to the river, two building associated with the
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:286: the River Tees. These could be present underlying the site as culverts.
MLA_2020_00507-PC1084-RHD-SB-EN-CO-EV-1116 Response to Cefas comments-10.pdf:17:marine receptors in the river Tees therefore, Cefas would expect this project to be included and further
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:23: River Tees TRANSITION FLARES
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:23: DEPTH -7.2mCD DEPTH -8.5mCD DEPTH -10.4mCD River Tees
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:23: River Tees TRANSITION FLARES
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:33:and a set of pipe tunnels which cross underneath the River Tees at the downstream end. These constraints
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:54:the River Tees estuary, undertaken over many decades. This work is summarised below in Table 6.5,
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:62:channel deepened to its present depth. The role of the River Tees in supplying fine sediment to the coastal
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:66:Within the River Tees estuary, tidal current measures were recorded along a series of cross-channel
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:67: Figure 6.1 Location of ADCP transects in the River Tees (2005 survey)
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:70:The River Tees has its source about 160km from the sea on Cross Fell in the Pennines and drains a
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:79:using MIKE-21 for the River Tees (Figure 6.25). These conditions were run coincident with a Highest
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:85: Figure 6.29 Maintenance dredging reaches within the River Tees
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:173: the River Tees and the estuary and encourage integrated habitat creation and management;
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:173: • enhance the environmental quality of the River Tees and coastline; and,
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:181:inland river (Mill Stream) within the footprint of the proposed scheme. The tidal River Tees runs immediately
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:181:The River Tees is a WFD water body, known as Tees (waterbody ID: GB510302509900). The overall rating
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:181:The land quality PRA indicates that the land inshore of the River Tees is classified as Flood Zone 1 with a
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:184:of land closest to the River Tees. The objective of the remediation strategy was to mitigate the level of
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:188:a piled quay wall along the river frontage is likely to reduce the connectivity of site soils with the River Tees.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:219: The River Tees is important wildlife corridor and should remain as such Acknowledged and this has been taken into account
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:219: seasonal sensitivities in the area/River Tees. sensitivities, is presented in Section 10.4.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:262:Otters Lutra lutra have been recorded upstream of the proposed scheme footprint and along the River Tees.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:263:footprint. This location is north of the River Tees, and hence disconnected from the proposed scheme.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:309: Extensive dredging activity is planned for this area of the River Tees,
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:324:Underwater noise measurements were recorded in the River Tees, including the area of the proposed capital
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:327:Table 13.11 Predictions of underwater noise levels during percussive piling in the River Tees
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:333:Many of the riverside industrial plants along the 17km stretch of the River Tees have docking and cargo
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:333:facilities and, therefore, the River Tees experiences significant commercial vessel traffic. PDT has
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:350:HER data for the northern bank of the River Tees is maintained by Tees Archaeology. The online terrestrial
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:355:Record of the Historic Environment (NRHE) within the River Tees (Figure 16.4). These are losses which
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:355:used for carrying cargo or passengers within rivers or canals, that sank in River Tees in the fairway in the
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:355:remains within the River Tees. Furthermore, the use of the estuary as a historic shipping, transport and
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:358:and continues to provide an important and unique crossing over the River Tees. Following receipt of the
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:358:views of the surrounding area, in terms of its heritage value, its landmark position across the River Tees,
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:360:indiscernible over and above existing industrial and navigation activities within this area of the River Tees.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:368: the proposed scheme footprint. both sides of the River Tees.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:387:The River Tees and the area of shoreline at the mouth are designated as the Teesmouth and Cleveland
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:387:are other such areas of this habitat within the River Tees. As the mudflats within the estuary are intertidal
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:396:within the River Tees. Given this existing level of vessel activity, it is not anticipated that this increase in
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:399:environmental quality of the River Tees.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:405:viewing area, in close proximity on the south bank of the River Tees, is a popular sightseer destination. This
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:406:at its closest point. The backdrop to the area is industrial development at the mouth of the River Tees. The
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:406:the River Tees and its tributaries, with wide views to distant hills. The large urban conurbation at the mouth
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:407: • East Billingham to Teesmouth (study area west of the River Tees).
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:407:LCA East Billingham to Teesmouth, extends east of the built-up edge of Billingham to the River Tees and
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:408: • Industry dominates the area to the east along the River Tees;
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:408:areas of industrial and brownfield land that adjoin the east side of the River Tees. This is considered further
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:409:Middlesbrough to the River Tees and the boundary with Redcar Flats. The naming of this character area is
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:409: • The tidal nature of the River Tees is of national and international importance to waterfowl;
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:409:either side of the River Tees are relatively uniform. The proposed scheme footprint and its setting is also
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:409: • Estuarine (mouth of the River Tees as a linear strip, approximately 3km northwest of the proposed
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:409:The site comprises a section of the River Tees and adjoining riverbank extending to a distance of
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:409:proposed scheme footprint located in South Bank, an area adjoining the southern bank of the River Tees
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:410:modified landscape alongside the River Tees, historically supporting heavy industrial uses, including steel
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:412:There is a virtual absence of receptor locations on the north bank of the River Tees, opposite the proposed
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:413: • Cargo Fleet River View Park. A small park located on the south bank of the River Tees south
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:414:tracts of land to the south of the River Tees that will be transformed into a world-class, modern and large-
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:417:the industrial River Tees. Similar (albeit smaller) vessels are often moored upstream at Normanby Wharf;
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:419:conurbations and extensive industrial development in the River Tees plain.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:420: function of the River Tees.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:420: of the environmental quality of the River Tees.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:423: • River Tees Catchment Flood Management Plan (CFMP).
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:429:Due to the proposed scheme being partially located within the banks of the tidally influenced River Tees,
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:429:Borehole records indicate that groundwater levels could be linked to tidal levels in the River Tees. This is
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:429:distance from the River Tees and potential connectivity between tidal and groundwater levels, it is
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:430: However, at this location the River Tees is tidally influenced.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:430: watercourse itself. Given the distance from the River Tees
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:430: discharged directly into the River Tees.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:430: of risk is confined to within the banks of the River Tees and
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:433:the proposed scheme footprint lies within the River Tees, which falls within Flood Zones 2 and 3. The small
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:598:Royal HaskoningDHV (2019b). Tidal Stream Atlas – Tees Bay and River Tees. Report to PD Teesport.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:120:2 Noise levels affecting the River Tees …………………………………………………………………………………. 5
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:121:works that could generate underwater noise in the adjacent River Tees. This has the potential to affect
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:121:The general layout of the site, in reference to the river, is shown in Figure 1-1. The River Tees at this
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:121: Figure 1-1 Overview site plan of South Bank development on the River Tees (NTS)
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:123:be transmitted as underwater noise into the surrounding water to the adjacent River Tees. The piles to
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:124:2 Noise levels affecting the River Tees
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:124:that are typically found in this location on the River Tees.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:124:pile installation is approximately 20 m away from the River Tees. In order for the sound to be transmitted
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:124:to the River Tees, where the sensitive species are present, the energy produced by the piling must be
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:125:the river. Table 2-2 shows conservative noise level predictions across the River Tees, based on Table
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:125: Table 2-2 Predictions of underwater noise levels during percussive piling in the River Tees
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:126:The focus for impacts on underwater receptors in the River Tees is fish, specifically salmon, sea trout,
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:127:It should be noted that this noise level is directly opposite a piling location in the River Tees and will
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:127:the background noise levels that have been found in the River Tees in the South Bank location. This
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:128:quay wall at South Bank on fish (salmon, sea trout, eel, lamprey and smelt) and seals in the River Tees
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:133:South Tees development project to the existing navigation risk profile of the River Tees.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:133:the River Tees, including servicing of the Dogger Bank zone. Once operational, the facility will
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:133:PD Teesport is the Statutory Harbour Authority for the River Tees, with responsibility for vessel traffic
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:136:Figure 17: Navigationally Significant Accidents – Lower River Tees - 01/01/2010 and 01/09/2019 … 28
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:137:Table 6: Indicative Tidal Heights – River Tees Entrance : 14th–20th September 2020 (Admiralty Total
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:139:South Tees development project to the existing navigation risk profile of the River Tees.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:139:a 1,035m long quay on the South Bank of the River Tees and will be completed in two phases:
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:139:The development aims to attract offshore wind business to the River Tees, including servicing of the
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:144:the dredging of a section of the River Tees approach channel and turning area to depths of -11m CD
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:147:PD Teesport is the Statutory Harbour Authority (SHA) for the River Tees, with responsibility for vessel
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:147:traffic management and ensuring safe navigation on the River Tees. Vessel Traffic Service (VTS)
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:147:The River Tees provides lock-free access to deep-water berths. Although there is a tidal influence, tidal
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:148:Table 6: Indicative Tidal Heights – River Tees Entrance: 14th–20th September 2020 (Admiralty Total
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:149:are rare within the River Tees, recreational vessels may be present in small numbers in the vicinity of
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:158:workboat transits are dominant in this section of the River Tees.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:163:undertaken to inform the assessment of the baseline risk profile on the River Tees.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:166: Figure 17: Navigationally Significant Accidents – Lower River Tees - 01/01/2010 and 01/09/2019
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:168:effect upon the River Tees and its stakeholders have been considered which are detailed within Table
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:179:contact accident rates within the River Tees (Section 3.4).
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:299: coloured and draw the eye. The proposed site is barely perceptible with the adjoining River Tees appearing as a thin ‘sliver’, often obscured by intervening
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:301:Distance to site boundary: park obtains most open views of the River Tees to the west, although vegetation restricts the view. Views toward the site are also mostly screened by
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:302: 860m by tall electricity pylons (including the tallest carrying OH cables across the River Tees), tall industrial buildings, a gasometer and Dorman Long Tower and
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:309: the former steel works site and very tall pylons at the River Tees crossing.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:310: 3.2km off by the expanse of the River Tees and reflective waters. The setting of the bridge is industrial, there are large warehouse units on the opposite bank and
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:310: in the surrounding area. Views under the bridge to the east are relatively open in character, across land areas on the north bank of the River Tees. The
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:345:3.3.1 River Tees Catchment Flood Management Plan (CFMP) 9
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:349:area of land on the southern bank of the River Tees which comprises currently unused, brownfield land
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:349:from the River Tees in the 1930/40s and that previous land use at the site includes iron and steel industries.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:350:of the proposed scheme footprint are entirely located on the south bank of the River Tees, a designated
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:350:river mouth, where the River Tees enters the North Sea. The River Tees is a tidally influenced transitional
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:350:Approximately 10.5km upstream of the proposed scheme footprint, the River Tees is controlled by a tidal
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:350:the proposed scheme footprint and discharging into the River Tees.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:350:Channel flows perpendicular to the River Tees in an open channel, before being culverted and draining into
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:350:the River Tees approximately 300m north-east of the proposed scheme footprint via the Lackenby Outfall
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:351:groundwater is linked to tidal levels in the River Tees, with the groundwater levels deepening with distance
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:352:into the River Tees.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:354:River Tees Catchment Flood Management Plan Environment Agency 2009
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:356:3.3.1 River Tees Catchment Flood Management Plan (CFMP)
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:357:Whilst the proposed scheme is located within and on the bank of the River Tees, the primary focus of the
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:358:It is noted that the River Tees rarely directly causes flooding in the borough, with the biggest impact being
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:359:to the proximity to the River Tees.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:360:River Tees, although there are areas of Flood Zones 2 and 3 associated with smaller watercourses across
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:361:water discharges without any impact on flood risk from that surface water body (e.g. the sea or River Tees)
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:364:with the River Tees is identified as tidal/coastal and is covered in Section 4.3. Therefore, the risk of fluvial
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:364:Due to the proposed scheme being partially located within the banks of the tidally influenced River Tees,
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:366:percolation of water from the River Tees through the existing banks into the adjacent ground.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:367:proximity to the River Tees and potential connectivity between tidal and groundwater levels, it is considered
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:368:banks of the River Tees and does not cover the small section of land within the proposed scheme footprint.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:369: The proposed scheme footprint is partially located within the River Tees and
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:369: Fluvial Low the River Tees is tidally influenced. The remaining elements of the
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:369: The proposed scheme is partially located within the River Tees and is
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:369: groundwater level could be linked to tidal levels in the River Tees. Given the
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:369: close proximity to the River Tees and potential connectivity between tidal
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:369: is discharged directly into the River Tees.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:369: the banks of the River Tees and does not cover the small section of land
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:374:adjacent to the channel of the River Tees. The proposed scheme is considered to be ‘Water Compatible’
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:377: estuary. As such, the majority of the proposed scheme footprint falls within the River Tees channel.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:379:Subject: 176607. 200705/CLW08 EA Product 5 and 8 data request - River Tees South Bank
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:379:Enquiry regarding Product 5 and 8 data request ‐ River Tees South Bank
MLA_2020_00507-Licence Document (Marine)-14.pdf:13: reached that only 1 dredge campaign is taking place at this time. No other dredging will take place on the River Tees
MLA_2020_00507-Returns-15.pdf:4: dredging will take place on the River Tees during this
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:23: River Tees TRANSITION FLARES
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:23: DEPTH -7.2mCD DEPTH -8.5mCD DEPTH -10.4mCD River Tees
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:23: River Tees TRANSITION FLARES
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:33:and a set of pipe tunnels which cross underneath the River Tees at the downstream end. These constraints
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:54:the River Tees estuary, undertaken over many decades. This work is summarised below in Table 6.5,
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:62:channel deepened to its present depth. The role of the River Tees in supplying fine sediment to the coastal
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:66:Within the River Tees estuary, tidal current measures were recorded along a series of cross-channel
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:67: Figure 6.1 Location of ADCP transects in the River Tees (2005 survey)
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:70:The River Tees has its source about 160km from the sea on Cross Fell in the Pennines and drains a
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:79:using MIKE-21 for the River Tees (Figure 6.25). These conditions were run coincident with a Highest
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:85: Figure 6.29 Maintenance dredging reaches within the River Tees
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:173: the River Tees and the estuary and encourage integrated habitat creation and management;
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:173: • enhance the environmental quality of the River Tees and coastline; and,
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:181:inland river (Mill Stream) within the footprint of the proposed scheme. The tidal River Tees runs immediately
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:181:The River Tees is a WFD water body, known as Tees (waterbody ID: GB510302509900). The overall rating
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:181:The land quality PRA indicates that the land inshore of the River Tees is classified as Flood Zone 1 with a
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:184:of land closest to the River Tees. The objective of the remediation strategy was to mitigate the level of
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:188:a piled quay wall along the river frontage is likely to reduce the connectivity of site soils with the River Tees.
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:219: The River Tees is important wildlife corridor and should remain as such Acknowledged and this has been taken into account
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:219: seasonal sensitivities in the area/River Tees. sensitivities, is presented in Section 10.4.
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:262:Otters Lutra lutra have been recorded upstream of the proposed scheme footprint and along the River Tees.
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:263:footprint. This location is north of the River Tees, and hence disconnected from 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:309: Extensive dredging activity is planned for this area of the River Tees,
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:324:Underwater noise measurements were recorded in the River Tees, including the area of the proposed capital
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:327:Table 13.11 Predictions of underwater noise levels during percussive piling in the River Tees
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:333:Many of the riverside industrial plants along the 17km stretch of the River Tees have docking and cargo
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:333:facilities and, therefore, the River Tees experiences significant commercial vessel traffic. PDT has
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:350:HER data for the northern bank of the River Tees is maintained by Tees Archaeology. The online terrestrial
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:355:Record of the Historic Environment (NRHE) within the River Tees (Figure 16.4). These are losses which
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:355:used for carrying cargo or passengers within rivers or canals, that sank in River Tees in the fairway in the
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:355:remains within the River Tees. Furthermore, the use of the estuary as a historic shipping, transport and
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:358:and continues to provide an important and unique crossing over the River Tees. Following receipt 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:358:views of the surrounding area, in terms of its heritage value, its landmark position across the River Tees,
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:360:indiscernible over and above existing industrial and navigation activities within this area of the River Tees.
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:368: the proposed scheme footprint. both sides of the River Tees.
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:387:The River Tees and the area of shoreline at the mouth are designated as the Teesmouth and Cleveland
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:387:are other such areas of this habitat within the River Tees. As the mudflats within the estuary are intertidal
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:396:within the River Tees. Given this existing level of vessel activity, it is not anticipated that this increase in
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:399:environmental quality of the River Tees.
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:405:viewing area, in close proximity on the south bank of the River Tees, is a popular sightseer destination. This
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:406:at its closest point. The backdrop to the area is industrial development at the mouth of the River Tees. The
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:406:the River Tees and its tributaries, with wide views to distant hills. The large urban conurbation at the mouth
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:407: • East Billingham to Teesmouth (study area west of the River Tees).
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:407:LCA East Billingham to Teesmouth, extends east of the built-up edge of Billingham to the River Tees and
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:408: • Industry dominates the area to the east along the River Tees;
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:408:areas of industrial and brownfield land that adjoin the east side of the River Tees. This is considered further
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:409:Middlesbrough to the River Tees and the boundary with Redcar Flats. The naming of this character area is
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:409: • The tidal nature of the River Tees is of national and international importance to waterfowl;
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:409:either side of the River Tees are relatively uniform. The proposed scheme footprint and its setting is also
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:409: • Estuarine (mouth of the River Tees as a linear strip, approximately 3km northwest of the proposed
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:409:The site comprises a section of the River Tees and adjoining riverbank extending to a distance of
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:409:proposed scheme footprint located in South Bank, an area adjoining the southern bank of the River Tees
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:410:modified landscape alongside the River Tees, historically supporting heavy industrial uses, including steel
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:412:There is a virtual absence of receptor locations on the north bank of the River Tees, opposite the proposed
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:413: • Cargo Fleet River View Park. A small park located on the south bank of the River Tees south
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:414:tracts of land to the south of the River Tees that will be transformed into a world-class, modern and large-
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:417:the industrial River Tees. Similar (albeit smaller) vessels are often moored upstream at Normanby Wharf;
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:419:conurbations and extensive industrial development in the River Tees plain.
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:420: function of the River Tees.
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:420: of the environmental quality of the River Tees.
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:423: • River Tees Catchment Flood Management Plan (CFMP).
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:429:Due to the proposed scheme being partially located within the banks of the tidally influenced River Tees,
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:429:Borehole records indicate that groundwater levels could be linked to tidal levels in the River Tees. This is
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:429:distance from the River Tees and potential connectivity between tidal and groundwater levels, it is
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:430: However, at this location the River Tees is tidally influenced.
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:430: watercourse itself. Given the distance from the River Tees
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:430: discharged directly into the River Tees.
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:430: of risk is confined to within the banks of the River Tees and
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:433:the proposed scheme footprint lies within the River Tees, which falls within Flood Zones 2 and 3. The small
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:598:Royal HaskoningDHV (2019b). Tidal Stream Atlas – Tees Bay and River Tees. Report to PD Teesport.
R-2020-0371-SCP-EA R_2020_0371_SCP 14 August 2020 OFFICIAL.pdf:1: Dredging of the River Tees,
R-2020-0371-SCP-EA R_2020_0371_SCP 14 August 2020 OFFICIAL.pdf:2:The River Tees is important wildlife corridor and should remain as such and be enhanced
R-2020-0371-SCP-EA R_2020_0371_SCP 14 August 2020 OFFICIAL.pdf:5:Extensive dredging activity is planned for this area of the River Tees, and the effects of
R-2020-0371-SCP-EA R_2020_0371_SCP 14 August 2020 OFFICIAL.pdf:6:The main source of potential flooding in the area is likely to be from the River Tees but
R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf:7: • Dredging of the River Tees;
R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf:8: (e.g. known spawning and nursery grounds or migratory routes) in the area/River Tees (e.g. an appropriate baseline assessment).
R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf:8: within the River Tees, it will be important to consider migratory fish species.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:3: Extensive dredging activity is planned for this area of the River Tees,
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:18:Underwater noise measurements were recorded in the River Tees, including the area of the proposed capital
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:21:Table 13.11 Predictions of underwater noise levels during percussive piling in the River Tees
R-2020-0684-ESM-Response from applicant.PDF:2:existing navigation risk profile of the River Tees. The NRA was undertaken in accordance with the
R-2020-0684-ESM-Response from applicant.PDF:2:vessels and informed by existing reported contact accident rates within the River Tees. On this basis the
R-2020-0684-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:7: • Dredging of the River Tees;
R-2020-0684-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:8: (e.g. known spawning and nursery grounds or migratory routes) in the area/River Tees (e.g. an appropriate baseline assessment).
R-2020-0684-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:8: within the River Tees, it will be important to consider migratory fish species.
R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:8: River Tees TRANSITION FLARES
R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:8: River Tees
R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:8: River Tees TRANSITION FLARES
R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:10:and a set of pipe tunnels which cross underneath the River Tees at the downstream end. These constraints
R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:16:Many of the riverside industrial plants along the 17km stretch of the River Tees have docking and cargo
R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:16:facilities and, therefore, the River Tees experiences significant commercial vessel traffic. PD Teesport
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:3: • River Tees Catchment Flood Management Plan (CFMP).
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:9:Due to the proposed scheme being partially located within the banks of the tidally influenced River Tees,
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:9:Borehole records indicate that groundwater levels could be linked to tidal levels in the River Tees. This is
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:9:distance from the River Tees and potential connectivity between tidal and groundwater levels, it is
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:10: However, at this location the River Tees is tidally influenced.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:10: watercourse itself. Given the distance from the River Tees
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:10: discharged directly into the River Tees.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:10: of risk is confined to within the banks of the River Tees and
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:13:the proposed scheme footprint lies within the River Tees, which falls within Flood Zones 2 and 3. The small
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:2:2 Noise levels affecting the River Tees …………………………………………………………………………………. 5
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:3:works that could generate underwater noise in the adjacent River Tees. This has the potential to affect
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:3:The general layout of the site, in reference to the river, is shown in Figure 1-1. The River Tees at this
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:3: Figure 1-1 Overview site plan of South Bank development on the River Tees (NTS)
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:5:be transmitted as underwater noise into the surrounding water to the adjacent River Tees. The piles to
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:6:2 Noise levels affecting the River Tees
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:6:that are typically found in this location on the River Tees.
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:6:pile installation is approximately 20 m away from the River Tees. In order for the sound to be transmitted
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:6:to the River Tees, where the sensitive species are present, the energy produced by the piling must be
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:7:the river. Table 2-2 shows conservative noise level predictions across the River Tees, based on Table
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:7: Table 2-2 Predictions of underwater noise levels during percussive piling in the River Tees
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:8:The focus for impacts on underwater receptors in the River Tees is fish, specifically salmon, sea trout,
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:9:It should be noted that this noise level is directly opposite a piling location in the River Tees and will
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:9:the background noise levels that have been found in the River Tees in the South Bank location. This
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:10:quay wall at South Bank on fish (salmon, sea trout, eel, lamprey and smelt) and seals in the River Tees
R-2020-0684-ESM-PC1084-RHD-SB-EN-DR-EV-1113 - DREDGING PLAN.pdf:1: River Tees TRANSITION FLARES
R-2020-0684-ESM-PC1084-RHD-SB-EN-DR-EV-1113 - DREDGING PLAN.pdf:1: River Tees
R-2020-0684-ESM-PC1084-RHD-SB-EN-DR-EV-1113 - DREDGING PLAN.pdf:1: River Tees TRANSITION FLARES
R-2020-0684-ESM-Appendix 12_Representative viewpoint analysis tables.pdf:1: coloured and draw the eye. The proposed site is barely perceptible with the adjoining River Tees appearing as a thin ‘sliver’, often obscured by intervening
R-2020-0684-ESM-Appendix 12_Representative viewpoint analysis tables.pdf:3:Distance to site boundary: park obtains most open views of the River Tees to the west, although vegetation restricts the view. Views toward the site are also mostly screened by
R-2020-0684-ESM-Appendix 12_Representative viewpoint analysis tables.pdf:4: 860m by tall electricity pylons (including the tallest carrying OH cables across the River Tees), tall industrial buildings, a gasometer and Dorman Long Tower and
R-2020-0684-ESM-Appendix 12_Representative viewpoint analysis tables.pdf:11: the former steel works site and very tall pylons at the River Tees crossing.
R-2020-0684-ESM-Appendix 12_Representative viewpoint analysis tables.pdf:12: 3.2km off by the expanse of the River Tees and reflective waters. The setting of the bridge is industrial, there are large warehouse units on the opposite bank and
R-2020-0684-ESM-Appendix 12_Representative viewpoint analysis tables.pdf:12: in the surrounding area. Views under the bridge to the east are relatively open in character, across land areas on the north bank of the River Tees. The
R-2020-0684-ESM-EIA_Scoping_Response_EIA201900017_FINAL.pdf:2:quays; dredging of the River Tees to provide a berthing pocket, deepned approach
R-2020-0684-ESM-EIA_Scoping_Response_EIA201900017_FINAL.pdf:2: bank of the River Tees, which is displayed in Figure 1 and 2 below.
R-2020-0684-ESM-EIA_Scoping_Response_EIA201900017_FINAL.pdf:2:south bank of the River Tees.
R-2020-0684-ESM-EIA_Scoping_Response_EIA201900017_FINAL.pdf:3:bank of the River Tees.
R-2020-0684-ESM-EIA_Scoping_Response_EIA201900017_FINAL.pdf:7:The River Tees has been subjected to dredging in the recent past, meaning that the
R-2020-0684-ESM-EIA_Scoping_Response_EIA201900017_FINAL.pdf:9: Dredging of the River Tees;
R-2020-0684-ESM-EIA_Scoping_Response_EIA201900017_FINAL.pdf:10:The River Tees is important wildlife corridor and should remain as such and be
R-2020-0684-ESM-EIA_Scoping_Response_EIA201900017_FINAL.pdf:12:spawning and nursery grounds or migratory routes) in the area/River Tees (e.g. an
R-2020-0684-ESM-HIGHWAYS ENGLAND.pdf:8:Redcar town centre. The planning application site is situated immediately adjacent to the River Tees. Figure 1
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:5: the River Tees and the estuary and encourage integrated habitat creation and management;
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:5: • enhance the environmental quality of the River Tees and coastline; and,
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:13:inland river (Mill Stream) within the footprint of the proposed scheme. The tidal River Tees runs immediately
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:13:The River Tees is a WFD water body, known as Tees (waterbody ID: GB510302509900). The overall rating
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:13:The land quality PRA indicates that the land inshore of the River Tees is classified as Flood Zone 1 with a
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:16:of land closest to the River Tees. The objective of the remediation strategy was to mitigate the level of
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:20:a piled quay wall along the river frontage is likely to reduce the connectivity of site soils with the River Tees.
R-2020-0684-ESM-21 02 05 - Quayside Application.pdf:1: As the Statutory Harbour Authority for the River Tees as well as a landowner which holds a number of
R-2020-0684-ESM-21 02 05 - Quayside Application.pdf:1: River Tees, it is considered necessary for HRO approval to be a pre-commencement condition of any
R-2020-0684-ESM-21 02 05 - Quayside Application.pdf:2:In order to protect all the existing River Tees users from unacceptable levels of disruption and
R-2020-0684-ESM-21 02 05 - Quayside Application.pdf:2:works to ensure that there is no debris or contamination released into the River Tees as a consequence
R-2020-0684-ESM-21 02 05 - Quayside Application.pdf:2:Infrastructure or to discharge into the River Tees, then a Works Licence Application made under the
R-2020-0684-ESM-21 02 05 - Quayside Application.pdf:3:marine energy sector, which could compliment the offer of the River Tees, whereas a general
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_11. Terrestrial ecology.pdf:19:Otters Lutra lutra have been recorded upstream of the proposed scheme footprint and along the River Tees.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_11. Terrestrial ecology.pdf:20:footprint. This location is north of the River Tees, and hence disconnected from the proposed scheme.
R-2020-0684-ESM-61586 Quay Design and Access Statement November 2020.PDF:3: immediately adjacent to the River Tees and includes the area of river up to Mean Low Water(
R-2020-0684-ESM-61586 Quay Design and Access Statement November 2020.PDF:7: on the River Tees. It has been estimated that up to 390 offshore wind vessel calls would take
R-2020-0684-ESM-61586 Quay Design and Access Statement November 2020.PDF:8: Access – Primarily via River Tees with links to internal road network being developed on
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:13:The site is located on the southern bank of the River Tees, approximately 0.9 kilometres (km) north of South
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf:7: the proposed scheme footprint. both sides of the River Tees.
R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf:3:South Tees development project to the existing navigation risk profile of the River Tees.
R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf:3:the River Tees, including servicing of the Dogger Bank zone. Once operational, the facility will
R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf:3:PD Teesport is the Statutory Harbour Authority for the River Tees, with responsibility for vessel traffic
R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf:6:Figure 17: Navigationally Significant Accidents – Lower River Tees - 01/01/2010 and 01/09/2019 … 28
R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf:7:Table 6: Indicative Tidal Heights – River Tees Entrance : 14th–20th September 2020 (Admiralty Total
R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf:9:South Tees development project to the existing navigation risk profile of the River Tees.
R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf:9:a 1,035m long quay on the South Bank of the River Tees and will be completed in two phases:
R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf:9:The development aims to attract offshore wind business to the River Tees, including servicing of the
R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf:14:the dredging of a section of the River Tees approach channel and turning area to depths of -11m CD
R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf:17:PD Teesport is the Statutory Harbour Authority (SHA) for the River Tees, with responsibility for vessel
R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf:17:traffic management and ensuring safe navigation on the River Tees. Vessel Traffic Service (VTS)
R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf:17:The River Tees provides lock-free access to deep-water berths. Although there is a tidal influence, tidal
R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf:18:Table 6: Indicative Tidal Heights – River Tees Entrance: 14th–20th September 2020 (Admiralty Total
R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf:19:are rare within the River Tees, recreational vessels may be present in small numbers in the vicinity of
R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf:28:workboat transits are dominant in this section of the River Tees.
R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf:33:undertaken to inform the assessment of the baseline risk profile on the River Tees.
R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf:36: Figure 17: Navigationally Significant Accidents – Lower River Tees - 01/01/2010 and 01/09/2019
R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf:38:effect upon the River Tees and its stakeholders have been considered which are detailed within Table
R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf:49:contact accident rates within the River Tees (Section 3.4).
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:5:Figure 2.5: Seamless link between triangular and quadrangular mesh of the River Tees 6
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:5:Figure 2.9: ADCP 2005 transect and ADCP 2017 point in the River Tees 9
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:7:(River Tees) 85
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:8:(River Tees) 87
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:8:(30 deg N) (River Tees) 89
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:8:East (30 deg N) (River Tees) 91
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:8:(210 deg N) (River Tees) 93
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:9:Hartlepool Headland in the north and Redcar in the south; and (iii) includes the whole of the River Tees up
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:11:• The software allows for a quadrangular mesh covering the River Tees to be seamlessly linked into the
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:11: River Tees to be incorporated.
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:12:River Tees up to the Tees Barrage. The offshore boundary follows the predominant north-south tidal stream
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:12: • Bathymetric Surveys of the Tees approach channel, Tees Dock, Tees Dock Turning Area, River Tees
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:12:• River Tees cross sections (Environment Agency)
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:13: River Tees quadrangular 50 x 50
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:14:Due to the importance of fluvial flows from the River Tees, a quadrangular mesh of the river channel up to
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:16: Figure 2.5: Seamless link between triangular and quadrangular mesh of the River Tees
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:17:The third open boundary is the river flow boundary at the River Tees Barrage, which is based on the time
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:18: in the River Tees for the time period between 22nd to 30th April 2005.
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:18:There are three ADCP transect locations in the River Tees that are relevant to this study, namely T9
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:19: Figure 2.9: ADCP 2005 transect and ADCP 2017 point in the River Tees
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:27:River Tees as for the previous Tees Dock study. ADCP data has been recorded along three transects,
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:27:boundary is located upstream the River Tees at the Tees Barrage and uses a constant discharge flow.
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:82:the River Tees, so local wind-generated waves would be of more significance at the site. In order to
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:84:mouth and the River Tees. The obtained correlations are:
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:95: Figure 6.14: Locally generated waves for 1 in 1 year return period coming from North (0 deg N) (River Tees)
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:97: Figure 6.16: Locally generated waves for 1 in 100 year return period coming from North (0 deg N) (River Tees)
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:99: Figure 6.18: Locally generated waves for 1 in 1 year return period coming from North-North-East (30 deg N) (River Tees)
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:101: Figure 6.20: Locally generated waves for 1 in 100 year return period coming from North-North-East (30 deg N) (River Tees)
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:103: Figure 6.22: Locally generated waves for 1 in 1 year return period coming from South-South-West (210 deg N) (River Tees)
R-2020-0684-ESM-Appendix 5_Hydro-dynamic and sedimentary plume modelling report.pdf:105: coming from South-South-West (210 deg N) (River Tees)
R-2020-0684-ESM-Officer Report 0684.pdf:51:stretch of the River Tees have a variety of docking and cargo facilities. As a
R-2020-0684-ESM-Officer Report 0684.pdf:51:result of these the River Tees experiences significant commercial traffic with
R-2020-0684-ESM-Officer Report 0684.pdf:52:profile of the River Tees. Within the NRA are a number of embedded
R-2020-0684-ESM-Officer Report 0684.pdf:58:HER data has also been sought for the north bank of the River Tees. There
R-2020-0684-ESM-Officer Report 0684.pdf:68:made to the vessel movements within the River Tees in 2019, when there
R-2020-0684-ESM-Officer Report 0684.pdf:76:contained within the banks of the River Tees. The small area of land-based
R-2020-0684-ESM-Officer Report 0684.pdf:76:levels could be linked to tidal levels in the River Tees. This is considered
R-2020-0684-ESM-Officer Report 0684.pdf:82:located in Middlesbrough but also along the banks of the River Tees in both
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_14. Commercial and recreational navigation.pdf:2:Many of the riverside industrial plants along the 17km stretch of the River Tees have docking and cargo
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_14. Commercial and recreational navigation.pdf:2:facilities and, therefore, the River Tees experiences significant commercial vessel traffic. PDT has
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:3:3.3.1 River Tees Catchment Flood Management Plan (CFMP) 9
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:7:area of land on the southern bank of the River Tees which comprises currently unused, brownfield land
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:7:from the River Tees in the 1930/40s and that previous land use at the site includes iron and steel industries.
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:8:of the proposed scheme footprint are entirely located on the south bank of the River Tees, a designated
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:8:river mouth, where the River Tees enters the North Sea. The River Tees is a tidally influenced transitional
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:8:Approximately 10.5km upstream of the proposed scheme footprint, the River Tees is controlled by a tidal
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:8:the proposed scheme footprint and discharging into the River Tees.
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:8:Channel flows perpendicular to the River Tees in an open channel, before being culverted and draining into
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:8:the River Tees approximately 300m north-east of the proposed scheme footprint via the Lackenby Outfall
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:9:groundwater is linked to tidal levels in the River Tees, with the groundwater levels deepening with distance
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:10:into the River Tees.
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:12:River Tees Catchment Flood Management Plan Environment Agency 2009
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:14:3.3.1 River Tees Catchment Flood Management Plan (CFMP)
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:15:Whilst the proposed scheme is located within and on the bank of the River Tees, the primary focus of the
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:16:It is noted that the River Tees rarely directly causes flooding in the borough, with the biggest impact being
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:17:to the proximity to the River Tees.
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:18:River Tees, although there are areas of Flood Zones 2 and 3 associated with smaller watercourses across
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:19:water discharges without any impact on flood risk from that surface water body (e.g. the sea or River Tees)
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:22:with the River Tees is identified as tidal/coastal and is covered in Section 4.3. Therefore, the risk of fluvial
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:22:Due to the proposed scheme being partially located within the banks of the tidally influenced River Tees,
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:24:percolation of water from the River Tees through the existing banks into the adjacent ground.
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:25:proximity to the River Tees and potential connectivity between tidal and groundwater levels, it is considered
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:26:banks of the River Tees and does not cover the small section of land within the proposed scheme footprint.
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:27: The proposed scheme footprint is partially located within the River Tees and
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:27: Fluvial Low the River Tees is tidally influenced. The remaining elements of the
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:27: The proposed scheme is partially located within the River Tees and is
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:27: groundwater level could be linked to tidal levels in the River Tees. Given the
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:27: close proximity to the River Tees and potential connectivity between tidal
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:27: is discharged directly into the River Tees.
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:27: the banks of the River Tees and does not cover the small section of land
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:32:adjacent to the channel of the River Tees. The proposed scheme is considered to be ‘Water Compatible’
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:35: estuary. As such, the majority of the proposed scheme footprint falls within the River Tees channel.
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:37:Subject: 176607. 200705/CLW08 EA Product 5 and 8 data request - River Tees South Bank
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:37:Enquiry regarding Product 5 and 8 data request ‐ River Tees South Bank
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_30. References.pdf:11:Royal HaskoningDHV (2019b). Tidal Stream Atlas – Tees Bay and River Tees. Report to PD Teesport.
R-2020-0684-ESM-Appendix 3_Scoping consultation.pdf:2: • Dredging of the River Tees,
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:5:The site is located on the southern bank of the River Tees. It comprises a linear land parcel, approximately
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:5:groundwater abstractions within 1km of the site boundary. The site is adjacent to the River Tees to the
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:10:The site is located on the southern bank of the River Tees, approximately 0.9 kilometres (km) north of South
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:10:earth stockpile which runs along the road, parallel to the River Tees. It is understood that the earth stockpile
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:10: The River Tees forms the northern site boundary, beyond which on the other side of the river is the former North
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:16:the River Tees.
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:16:The River Tees, which is a tidal river, runs adjacent to the site boundary to the north west. The River Tees
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:16:The Groundsure Insight Report (Appendix C) indicates that the area of the site closest to the River Tees is
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:17:1:10,560) the River Tees. mudflats with a network of surface watercourses which
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:17: flow north towards the River Tees.
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:17:1857 (OS Map No significant change. The River Tees is labelled as three channels, south,
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:17:1893 (OS Map Eston Wharf and a mooring stage is labelled in The River Tees is now shown as one channel. Beacons
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:18:1894-1899 (OS A travelling crane and railway tracks are shown The river is labelled the River Tees.
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:18:Maps 1:2,500 and running parallel to the River Tees along Eston
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:18: more railway tracks have been constructed to ‘River Tees Dockyard’ and has been redeveloped
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:21: opposite site of the River Tees which includes an
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:21:1992 (OS Map No significant change. River Tees dockyard has been redeveloped and is now
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:21:1:10,000) to the southern bank of the River Tees around 250m to
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:25:the River Tees where the historical infilling for land reclamation would have been deepest. Groundwater
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:25:site, 2B2 between the northern boundary of the oil depot and the River Tees and 2B3 was to the eastern
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:25:the Alluvium and CORUS UK interpreted groundwater flow to be to the north towards the River Tees.
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:26:encompasses most of the site with the exception of a narrow strip of land closest to the River Tees.
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:28: • River Tees (Tees Estuary SSSI; SPA and Ramsar).
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:29: (predominantly the River Tees);
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:30: Medium Low likelihood given their proximity to the River Tees estuary and
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:31: River Tees, Mill
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:31: surface water Medium Likely Moderate Risk into the River Tees, especially during construction
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:31: given their proximity to the River Tees estuary and
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:32: given their proximity to the River Tees estuary and
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:33: River Tees (SSSI), Mill
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:33: surface water Medium Likely Moderate Risk into the River Tees, especially during construction
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:33: Undifferentiated given their proximity to the River Tees estuary and
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:34: of groundwater River Tees, Mill
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:34: of groundwater River Tees, Mill Moderate to
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:35: of groundwater River Tees, Mill
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:36: of groundwater River Tees, Mill
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:37: with contaminants Low Risk River Tees and there is the potential for
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:37: River Tees, Mill
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:39:the bank of the River Tees, an access road running parallel to the river, two building associated with the
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:40: the River Tees. These could be present underlying the site as culverts.
R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf:7:1.14 The current application seeks to provide a new quay on the River Tees, adjacent to the recently
R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf:8: immediately adjacent to the River Tees and includes the area of river up to Mean Low Water
R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf:15: particularly along the River Tees and the estuary and encourage integrated habitat
R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf:15: • enhance the environmental quality of the River Tees and coastline;
R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf:15: Includes Teesport Estate, Teesport Commerce Park and land along the River Tees.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:9: River Tees TRANSITION FLARES
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:9: DEPTH -7.2mCD DEPTH -8.5mCD DEPTH -10.4mCD River Tees
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:9: River Tees TRANSITION FLARES
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:19:and a set of pipe tunnels which cross underneath the River Tees at the downstream end. These constraints
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf:12:HER data for the northern bank of the River Tees is maintained by Tees Archaeology. The online terrestrial
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf:17:Record of the Historic Environment (NRHE) within the River Tees (Figure 16.4). These are losses which
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf:17:used for carrying cargo or passengers within rivers or canals, that sank in River Tees in the fairway in the
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf:17:remains within the River Tees. Furthermore, the use of the estuary as a historic shipping, transport and
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf:20:and continues to provide an important and unique crossing over the River Tees. Following receipt of the
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf:20:views of the surrounding area, in terms of its heritage value, its landmark position across the River Tees,
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf:22:indiscernible over and above existing industrial and navigation activities within this area of the River Tees.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_10. Marine mammals.pdf:3: The River Tees is important wildlife corridor and should remain as such Acknowledged and this has been taken into account
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_10. Marine mammals.pdf:3: seasonal sensitivities in the area/River Tees. sensitivities, is presented in Section 10.4.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:3:environmental quality of the River Tees.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:9:viewing area, in close proximity on the south bank of the River Tees, is a popular sightseer destination. This
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:10:at its closest point. The backdrop to the area is industrial development at the mouth of the River Tees. The
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:10:the River Tees and its tributaries, with wide views to distant hills. The large urban conurbation at the mouth
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:11: • East Billingham to Teesmouth (study area west of the River Tees).
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:11:LCA East Billingham to Teesmouth, extends east of the built-up edge of Billingham to the River Tees and
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:12: • Industry dominates the area to the east along the River Tees;
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:12:areas of industrial and brownfield land that adjoin the east side of the River Tees. This is considered further
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:13:Middlesbrough to the River Tees and the boundary with Redcar Flats. The naming of this character area is
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:13: • The tidal nature of the River Tees is of national and international importance to waterfowl;
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:13:either side of the River Tees are relatively uniform. The proposed scheme footprint and its setting is also
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:13: • Estuarine (mouth of the River Tees as a linear strip, approximately 3km northwest of the proposed
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:13:The site comprises a section of the River Tees and adjoining riverbank extending to a distance of
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:13:proposed scheme footprint located in South Bank, an area adjoining the southern bank of the River Tees
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:14:modified landscape alongside the River Tees, historically supporting heavy industrial uses, including steel
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:16:There is a virtual absence of receptor locations on the north bank of the River Tees, opposite the proposed
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:17: • Cargo Fleet River View Park. A small park located on the south bank of the River Tees south
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:18:tracts of land to the south of the River Tees that will be transformed into a world-class, modern and large-
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:21:the industrial River Tees. Similar (albeit smaller) vessels are often moored upstream at Normanby Wharf;
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:23:conurbations and extensive industrial development in the River Tees plain.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:24: function of the River Tees.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:24: of the environmental quality of the River Tees.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf:4:the River Tees estuary, undertaken over many decades. This work is summarised below in Table 6.5,
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf:12:channel deepened to its present depth. The role of the River Tees in supplying fine sediment to the coastal
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf:16:Within the River Tees estuary, tidal current measures were recorded along a series of cross-channel
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf:17: Figure 6.1 Location of ADCP transects in the River Tees (2005 survey)
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf:20:The River Tees has its source about 160km from the sea on Cross Fell in the Pennines and drains a
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf:29:using MIKE-21 for the River Tees (Figure 6.25). These conditions were run coincident with a Highest
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf:35: Figure 6.29 Maintenance dredging reaches within the River Tees
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_18. Air quality.pdf:10:The River Tees and the area of shoreline at the mouth are designated as the Teesmouth and Cleveland
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_18. Air quality.pdf:10:are other such areas of this habitat within the River Tees. As the mudflats within the estuary are intertidal
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_18. Air quality.pdf:19:within the River Tees. Given this existing level of vessel activity, it is not anticipated that this increase in
R-2020-0684-ESM-RCBC scoping opinion.pdf:2: Dredging of the River Tees
R-2020-0684-ESM-RCBC scoping opinion.pdf:3:The River Tees is important wildlife corridor and should remain as such and be enhanced
R-2020-0684-ESM-RCBC scoping opinion.pdf:4:The river’s edge lie within Flood Zones 2 and 3. The River Tees is a main river and normally,
R-2021-0405-FFM-R 2021 0405 FFM NWL.pdf:1:RIVER TEES AND HANSON CEMENT SOUTH BANK
R-2021-0405-FFM-NATURAL HERITAGE 0405.pdf:1:DEVELOPMENT CORPORATION ADJOINING RIVER TEES AND HANSON CEMENT SOUTH BANK
R-2021-0405-FFM-Consultee Response - Police ALO.pdf:1:DEVELOPMENT CORPORATION ADJOINING RIVER TEES AND HANSON CEMENT SOUTH BANK
R-2021-0405-FFM-Strategy 0405.pdf:1: Location CORPORATION ADJOINING RIVER TEES AND HANSON
R-2021-0405-FFM-EA R_2021_0405_FFM 17 June 2021 OFFICIAL .pdf:1:DEVELOPMENT CORPORATION, ADJOINING RIVER TEES AND HANSON
R-2021-0405-FFM-DECISION NOTICE.pdf:1: ADJOINING RIVER TEES AND HANSON CEMENT SOUTH BANK
R-2021-0405-FFM-LLFA.pdf:1:DEVELOPMENT CORPORATION ADJOINING RIVER TEES AND HANSON CEMENT SOUTH BANK
R-2021-0405-FFM-210512, EcIA for South Bank Site Remediation_INCA_RevA Final.PDF:3:2.3 The development site is approximately rectangular in shape. Its frontage is the River Tees. A site
R-2021-0405-FFM-210512, EcIA for South Bank Site Remediation_INCA_RevA Final.PDF:7:Marske-by-the Sea in the south and includes the River Tees up to the Tees Barrage resulting in a
R-2021-0405-FFM-OFFICER REPORT.pdf:1: CORPORATION ADJOINING RIVER TEES AND
R-2021-0405-FFM-OFFICER REPORT.pdf:1:Development Corporation, adjoining River Tees and Hanson Cement, South
R-2021-0405-FFM-OFFICER REPORT.pdf:1:• To the north west by the River Tees;
R-2021-0405-FFM-OFFICER REPORT.pdf:10:and various commercial uses including the River Tees to the north. The
R-2021-0405-FFM-210512, HRA for South Bank Site Remediation_INCA_RevA Final.PDF:3:3.2 The development site is approximately rectangular in shape. Its frontage is the River Tees. A site
R-2021-0405-FFM-210512, HRA for South Bank Site Remediation_INCA_RevA Final.PDF:7:Marske-by-the Sea in the south and includes the River Tees up to the Tees Barrage. The seaward
R-2021-0405-FFM-210512, HRA for South Bank Site Remediation_INCA_RevA Final.PDF:8: closest management unit to the application site is Unit 7 River Tees for which there is currently “no
R-2021-0405-FFM-210512, HRA for South Bank Site Remediation_INCA_RevA Final.PDF:8: tidal River Tees for foraging in the summer months, while Redshank and Curlew Numenius arquata
R-2021-0405-FFM-63262_01 - South Bank Remediation Cover Letter - 13.05.21.PDF:1:Located adjacent to the River Tees, the wider South Bank site is subject to an outline planning permission for
R-2021-0405-FFM-63262_01 - South Bank Remediation Cover Letter - 13.05.21.PDF:2:• To the north west by the River Tees;
R-2021-0405-FFM-63262_01 - South Bank Remediation Cover Letter - 13.05.21.PDF:4:River Tees and the estuary and encourage integrated habitat creation and management; and
R-2021-0405-FFM-63262_01 - South Bank Remediation Cover Letter - 13.05.21.PDF:4:z. enhance the environmental quality of the River Tees and Coastline.
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:9:the River Tees.
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:9:Plant (SBCO), and to the north by the River Tees. The eastern boundary is marked partially by land
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:11:process. As such the River Tees is likely in continuity with water within both the Made Ground and the
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:11:be in direct continuity with the River Tees however interaction cannot be ruled out without data on the
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:11:with the amplitude of the tidal variation decreasing with increasing distance from the River Tees (i.e.
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:11:The closest surface water feature to the site is the River Tees on the northern boundary. The river is
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:20: the River Tees;
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:24:working around manmade structure / assets and for working in close proximity of the River Tees.
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:27:close proximity to the River Tees the groundwater level is anticipated to be tidally influenced.
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:40:River Tees
R-2021-0268-CD-ApplicationFormRedacted.pdf:1:•North West by the River Tees;
R-2022-0679-CD-SEAH-ASA-00-EX-SI-D-A-0006_(S0-P2)_Proposed Landscape Plan.pdf:1: RIVER TEES 46
R-2022-0679-CD-ApplicationFormRedacted.pdf:2: * North West by the River Tees;
R-2020-0539-PND-Decision Notice_R20200539PND.pdf:1:Location: FORMER PUMPHOUSES ADJACENT TO RIVER TEES AND DARLINGTON TO
R-2020-0539-PND-Officer report _R20200539PND.pdf:1: RIVER TEES AND DARLINGTON TO
R-2020-0539-PND-South Bank Wharf Riverside Buildings Demolition V1.1 reviewed.PDF:4:a number of structures adjacent to the River Tees on the South Bank site area as part of the
R-2020-0539-PND-South Bank Wharf Riverside Buildings Demolition V1.1 reviewed.PDF:4:The work site, South Bank Site (SBS) is located between the River Tees and the Darlington
R-2020-0539-PND-South Bank Wharf Riverside Buildings Demolition V1.1 reviewed.PDF:4:structures and an outbuilding aligned along the riverside of the River Tees. All of the
R-2020-0539-PND-South Bank Wharf Riverside Buildings Demolition V1.1 reviewed.PDF:7:Due to the buildings location at riverside area of the River Tees high water mark,
R-2020-0539-PND-South Bank Wharf Riverside Buildings Demolition V1.1 reviewed.PDF:10:Environmental concern as well given the proximity of works to the River Tees.
R-2020-0539-PND-60772_South Bank pump houses cover letter_September 2020.PDF:1:bank of the River Tees, Redcar.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:21:southeast of the site at its nearest point. The Fleet discharges into the River Tees at a point at which the river
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:28:southeast of the site, the Fleet discharges to the River Tees and the Tees Estuary which should also be
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:144:Unit name: River Tees
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:339: on-site and these were the Cleveland Iron Works, Redcar Iron Works, River Tees Dockyard, Tar Distillation Chemical
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:342: • North: The River Tees and Tees Bay;
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:342: • West: The River Tees and Tees Bay.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:345: Teesside, so named after the River Tees that runs through the heart of the area, was considered a highly important
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:345: Iron Works, River Tees Dockyard, Tar Distillation Chemical Works and South Bank Station – all of which were located
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:347: • The removal of one anti-tank mine close to the mouth of River Tees on the 20th February 1994;
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:126:Unit name: River Tees
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:321: on-site and these were the Cleveland Iron Works, Redcar Iron Works, River Tees Dockyard, Tar Distillation Chemical
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:324: • North: The River Tees and Tees Bay;
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:324: • West: The River Tees and Tees Bay.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:327: Teesside, so named after the River Tees that runs through the heart of the area, was considered a highly important
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:327: Iron Works, River Tees Dockyard, Tar Distillation Chemical Works and South Bank Station – all of which were located
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:329: • The removal of one anti-tank mine close to the mouth of River Tees on the 20th February 1994;
R-2022-0755-CD-Aug 22 - CEMP - Land West of Warrenby - Site Preparation Remediation Works.pdf:4:the south bank of the River Tees from the towns of Middlesbrough to Redcar in North Yorkshire.
R-2022-0755-CD-Aug 22 - CEMP - Land West of Warrenby - Site Preparation Remediation Works.pdf:21:from impacting wintering birds within the Slems and the River Tees through the Lackenby Channel
R-2022-0755-CD-Aug 22 - CEMP - Land West of Warrenby - Site Preparation Remediation Works.pdf:21:from impacting wintering birds within the Slems and the River Tees through the Lackenby Channel
R-2022-0755-CD-Aug 22 - CEMP - Land West of Warrenby - Site Preparation Remediation Works.pdf:22:from impacting wintering birds within the Slems and the River Tees through the Lackenby Channel
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:13:to have included tipping of slag and the placement of hydraulic fill dredged from the River Tees. The Site was
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:17:placement of hydraulic fill dredged from the River Tees.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:27:water mark as the boundary. The River Tees which flows into the North Sea at the Tees Estuary, is located
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:49:The entirety of the Site is reclaimed land from the River Tees Estuary. The Made Ground used for the land
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:49: Surface Waters - River Tees
R-2022-0435-CD-INCA2022-12 HRA - SeAH South Bank Rev 1.pdf:4:Marske-by-the Sea in the south and includes the River Tees up to the Tees Barrage. The seaward
R-2022-0435-CD-INCA2022-12 HRA - SeAH South Bank Rev 1.pdf:5: management unit to the application site is Unit 7 River Tees for which there is currently “no
R-2022-0435-CD-INCA2022-12 HRA - SeAH South Bank Rev 1.pdf:6:tidal River Tees for foraging in the summer months, while Redshank and Curlew Numenius arquata
R-2022-0435-CD-INCA2022-12 HRA - SeAH South Bank Rev 1.pdf:6:Tees and North Tees Mudflat. Common Terns do forage in the River Tees in reasonable numbers,
R-2022-0435-CD-INCA2022-12 HRA - SeAH South Bank Rev 1.pdf:7:No watercourses occur on the site. While the site itself is only 50m from the tidal River Tees at its
R-2022-0435-CD-ApplicationFormRedacted.pdf:2: - North West by the River Tees;
R-2019-0331-SCP-Letter to RCBC 19.05.20 Scoping Request FINAL.pdf:1: 453550(E), 521975(N). The boundaries of the site are broadly as follows: the River Tees forms the
R-2019-0331-SCP-Letter to RCBC 19.05.20 Scoping Request FINAL.pdf:2: The opposite bank of the River Tees is dominated by industrial development. However, there is an
R-2019-0331-SCP-Letter to RCBC 19.05.20 Scoping Request FINAL.pdf:2: of the River Tees to provide a berthing pocket, deep enough approach channel and turning area; the
R-2019-0331-SCP-Letter to RCBC 19.05.20 Scoping Request FINAL.pdf:3: The quay will be drained by a network of land drains that discharge into the River Tees. Drainage water
R-2019-0331-SCP-Letter to RCBC 19.05.20 Scoping Request FINAL.pdf:13: STDC area covers approximately 4,500 acres of land to the south of the River Tees, within the Borough
R-2019-0331-SCP-Officer Letter_R20190331SCP.pdf:2: Dredging of the River Tees
R-2019-0331-SCP-Officer Letter_R20190331SCP.pdf:3:The River Tees is important wildlife corridor and should remain as such and be enhanced
R-2019-0331-SCP-Officer Letter_R20190331SCP.pdf:4:The river’s edge lie within Flood Zones 2 and 3. The River Tees is a main river and normally,
R-2019-0331-SCP-114582 (3).pdf:1: Dredging of the River Tees
R-2019-0331-SCP-114582 (3).pdf:2:The River Tees is important wildlife corridor and should remain as such and be enhanced
R-2019-0331-SCP-114582 (3).pdf:3:The river’s edge lie within Flood Zones 2 and 3. The River Tees is a main river and
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:11:flow south to north, and ultimately discharge into the River Tees via the SLEMS.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:15:SPA and RAMSAR via the River Tees are likely to be limited by tidal exchange and the large volume
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:15:of the River Tees receiving water. This is in line with the findings of Wood 2019.
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:6: surrounding area from the River Tees estuary, the site presents a Low to Moderate risk to
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:6: River Tees, the sensitivity of the surface water bodies is considered to be low, therefore the site
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:6: and dispersion would likely occur especially when entering the River Tees. Given the industrial
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:11:The site is located on the southern bank of the River Tees, covering an area of approximately 302 ha.
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:11:underlain by Made Ground most likely associated with land reclamation works from the River Tees Estuary
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:11:In 2015, The River Tees and the Fleet had an overall classification of Moderate with an ecological
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:12:The area is approximately 119.5 ha and is irregular in shape. The area is bound to the north by the River Tees
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:14: The south bank of the River Tees forms the northern boundary of the site and is classified by the EA as a
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:14: There are several culverts within the wider site entering from the south flowing into the River Tees.
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:14: Hydrological The principal surface water feature is the adjacent River Tees. There are no culverts known to cross the area
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:14: shown within the site to the west of the tank farm. A soakaway and a discharge to the River Tees at
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:17: areas. Land was principally constituted of low lying scrub land. In closer proximity to the River Tees to the
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:17: through the area and the surrounding area flowing into the River Tees.
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:22: Infrastructure and facilities associated with River Tees Docks to the West of the area in close proximity to the
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:23: Offsite: Further development of the River Tees dockyard to the west of the area in addition to further
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:24: River Tees Dockyard and associated Infrastructure inclusive of docks, wharfs, warehouses (West).
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:26: broad flow direction towards the River Tees. Due to the distribution of boreholes across the site it
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:27: towards the River Tees.
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:32: In general, groundwater flow in shallow deposits is anticipated to be towards the River Tees to the north or
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:32: influenced by the presence of surface water features. The main River Tees is also tidally influenced, and there
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:32: Hydrology The River Tees is located to the approximately 1.2km north of the area, and is classified by the EA as a Main
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:32: River. The stretch of the River Tees to the north of the area is tidal. There are other minor surface waters
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:32: Surface waters including the River Tees are likely to be in hydraulic continuity with shallow groundwater in
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:33: Hydrological The surface water sensitivity is low. The area lies in the catchment of the River Tees, which is over 1km away
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:33: south west of the area. The River Tees forms part of the SSSI. The Teesmouth and Cleveland Coast is also
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:33: sensitivity River Tees to the north receives surface water discharge from the area and is designated as a SSSI. However,
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:43: The site is located 750m south east of the Tees dock, and 1.8km south of the River Tees.
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:50: There are several culverts within the wider site entering from the south flowing into the River Tees. The River
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:50: sensitivity into the River Tees. Kinkerdale Culvert, which originates to the east of the area branches off and flows under
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:65: In general, groundwater flow in shallow deposits is anticipated to be towards the River Tees to the north or
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:65: influenced by the presence of surface water features. The main River Tees is also tidally influenced, and there is
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:65: Hydrology The River Tees is located approximately 2km to the north of the area, and is classified by the EA as a Main River.
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:65: The stretch of the River Tees to the north of the area is tidal. There are other minor surface waters courses
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:65: into the Dabholm Gut; this in turn discharges to the River Tees. The Kinnerdale Beck, Knitting Wife Beck and
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:65: Sands lagoon adjacent to the south bank of the River Tees.
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:66: Surface waters including the River Tees are likely to be in hydraulic continuity with shallow groundwater in Made
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:66: sensitivity River Tees. The River Tees is tidally influenced in the stretch downgradient of the area.
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:66: Ecology The Teesmouth and Cleveland Coast SSSI is located adjacent to the east of Coatham Marshes, and the River Tees
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:67: sensitivity Coatham Marshes. The River Tees to the north receives surface water discharge from the area and is designated
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:67: large volume of the River Tees receiving water.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:22:and ultimately discharge into the River Tees via the SLEMS. The locations of these features are shown on
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:34:The Teesmouth and Cleveland Coast SSSI which includes a section of the River Tees is located approximately
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:34:discharges from the site to the Teesmouth and Cleveland Coast SPA and RAMSAR via the River Tees are
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:34:likely to be limited by tidal exchange and the large volume of the River Tees receiving water. This is in line with
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:14:the south of the River Tees.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:9:local ground conditions. The River Tees is located to the north of the site and runs eastwards towards the
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:11:River Tees. They are the Holme Beck, Knitting Wife Beck and the Cross Connector. Both the Knitting Wife
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF:37:the south of the River Tees.
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 2).pdf:4: to the River Tees.
R-2022-0343-ESM-SEAH-ASA-00-EX.SI-D-A-0001_(S0-P1)_Existing Site Layout Plan.pdf:1: RIVER TEES
R-2022-0343-ESM-SEAH-ASA-00-EX-SI-D-A-0002_(S0-P1)_Proposed Parameters Plan.pdf:1: RIVER TEES
R-2022-0343-ESM-SEAH-ASA-00-EX-SI-D-A-0006_(S0-P2)_Proposed Landscape Plan.pdf:1: RIVER TEES 46
R-2022-0343-ESM-64764 SeAH EIA Compliance Statement (2) May 2022 pdf.pdf:6: east of the River Tees and it has a river frontage. It is located within the STDC area and it
R-2022-0343-ESM-64764 SeAH EIA Compliance Statement (2) May 2022 pdf.pdf:6: • North West by the River Tees;
R-2022-0343-ESM-SEAH-ASA-00-EX-SI-D-A-0005_(S0-P1)_Location Plan (Reserved Matters).pdf:1: RIVER TEES
R-2022-0343-ESM-ARCHAEOLOGIST.pdf:5: marks the south-eastern boundary of the Site and the River Tees lies to the northwest.
R-2022-0343-ESM-ApplicationFormRedacted.pdf:2: * North West by the River Tees;
R-2022-0343-ESM-64764 SeAH EIA Compliance Statement April 2022.pdf:6: east of the River Tees and it has a river frontage. It is located within the STDC area and it
R-2022-0343-ESM-64764 SeAH EIA Compliance Statement April 2022.pdf:6: • North West by the River Tees;
R-2020-0411-FFM-Decision 0411.pdf:6: REASON: Development that encroaches on the River Tees estuary should be
R-2020-0411-FFM-Appendix 6.1 LVIA Planning Policy Context.pdf:6: interest particularly along the River Tees and the estuary and encourage
R-2020-0411-FFM-Appendix 6.1 LVIA Planning Policy Context.pdf:6: z. enhance the environmental quality of the River Tees and coastline;
R-2020-0411-FFM-Appendix 6.1 LVIA Planning Policy Context.pdf:8: a) to the south of the River Tees - the land located around Teesport, Smiths
R-2020-0411-FFM-Appendix 6.1 LVIA Planning Policy Context.pdf:8: b) to the north of the River Tees – the land located around the Graythorp
R-2020-0411-FFM-Appendix 6.1 LVIA Planning Policy Context.pdf:8: c) to the north of the River Tees – the land located around the Port
R-2020-0411-FFM-19216-RPS-SI-XX-DR-A-5309-P02-Site Location Plan.pdf:1: RIVER TEES
R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:2: contaminated land … and enhance the environmental quality of the River Tees and coastline.’
R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:15: direct connectivity and within the tidal influence of the River Tees Estuary and associated SSSI.
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:4: Energy Centre (REC) located near Redcar on the south bank of the River Tees. The Application
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:15:RIVER TEES
R-2020-0411-FFM-EA R_2020_0411_FFM v2 10 November 2020 OFFICIAL .pdf:2:River Tees, the application provided the EA with a Phase 1 Habitat Survey Briefing Note
R-2020-0411-FFM-EA R_2020_0411_FFM v2 10 November 2020 OFFICIAL .pdf:2:Development that encroaches on the River Tees estuary should be adequately
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:4:1.1.3 The closest watercourse to the Application Site is the River Tees, which flows in a northerly direction
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:4: approximately 870 metres to the west of the site and discharges into the North Sea. The River Tees
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:5: features (ponds, drainage ditches) falling within a 1 km radius of the Application Site. The River Tees
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:9:3.1.2 The Northumbria RBMP notes that the River Tees rises in the Pennines and flows eastwards to the
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:9: the heavily industrialised River Tees Estuary, with its large areas of land reclaimed from salt marshes
R-2020-0411-FFM-Appendix 13.1 Archaeological Desk Based Assessment - Formatted.pdf:2:formed a minor element of the 19th century industrial landscape of the South Gare and River Tees. However,
R-2020-0411-FFM-Appendix 13.1 Archaeological Desk Based Assessment - Formatted.pdf:2:Site’s historic topographical location on tidal mudflats at the mouth of the River Tees, the site is considered
R-2020-0411-FFM-Appendix 13.1 Archaeological Desk Based Assessment - Formatted.pdf:9:3.2.1 The Application Site is situated at the mouth of the River Tees, on reclaimed land on the eastern
R-2020-0411-FFM-Appendix 13.1 Archaeological Desk Based Assessment - Formatted.pdf:9: mouth of the River Tees, between the river and a sand bar which partially blocked the river estuary
R-2020-0411-FFM-Appendix 13.1 Archaeological Desk Based Assessment - Formatted.pdf:12: the River Tees.
R-2020-0411-FFM-Appendix 13.1 Archaeological Desk Based Assessment - Formatted.pdf:12: the River Tees and the South Gare Breakwater - the majority relating to features identified from
R-2020-0411-FFM-Appendix 13.1 Archaeological Desk Based Assessment - Formatted.pdf:12: navigation into the River Tees.
R-2020-0411-FFM-Appendix 13.1 Archaeological Desk Based Assessment - Formatted.pdf:12: along the eastern side of the River Tees to the west (Figure 4). The Application Site lies on tidal
R-2020-0411-FFM-Appendix 13.1 Archaeological Desk Based Assessment - Formatted.pdf:15: historic topographical location on tidal mudflats at the mouth of the River Tees, the Application Site
R-2020-0411-FFM-Appendix 13.1 Archaeological Desk Based Assessment - Formatted.pdf:16:1815 New Correct Chart of the River Entrance of the River Tees and Creek of Hartlepool (North
R-2020-0411-FFM-Appendix 13.1 Archaeological Desk Based Assessment - Formatted.pdf:38: Jetty into River Tees. Partly founded on slag banks, and with an
R-2020-0411-FFM-Appendix 13.1 Archaeological Desk Based Assessment - Formatted.pdf:39:6057 (Navigation Light on River Tees 454890 525200 19TH CENTURY
R-2020-0411-FFM-Appendix 13.1 Archaeological Desk Based Assessment - Formatted.pdf:39:6058 Mooring post on River Tees, south of Redcar Wharf. 454850 525440 19TH CENTURY
R-2020-0411-FFM-Appendix 13.1 Archaeological Desk Based Assessment - Formatted.pdf:39:6059 Mooring Post on River Tees, north of Redcar Wharf. 454790 525590 19TH CENTURY
R-2020-0411-FFM-Appendix 13.1 Archaeological Desk Based Assessment - Formatted.pdf:39:6060 Navigation Light on River Tees 454610 526130 19TH CENTURY
R-2020-0411-FFM-Chapter 5 Planning Policy.pdf:16: along the River Tees and the estuary and encourage integrated habitat creation and management;
R-2020-0411-FFM-Chapter 5 Planning Policy.pdf:16: z. enhance the environmental quality of the River Tees and coastline;
R-2020-0411-FFM-Chapter 5 Planning Policy.pdf:17: 2. Includes Teesport Estate, Teesport Commerce Park and land along the River Tees.
R-2020-0411-FFM-Chapter 5 Planning Policy.pdf:28: areas including that south of the River Tees in which the site is located. That policy reads as
R-2020-0411-FFM-Chapter 5 Planning Policy.pdf:28: a) to the south of the River Tees - the land located around Teesport, Smiths Dock Road and the
R-2020-0411-FFM-Chapter 5 Planning Policy.pdf:28: b) to the north of the River Tees - the land located around the Graythorp and Haverton Hill Road
R-2020-0411-FFM-Chapter 5 Planning Policy.pdf:28: c) to the north of the River Tees - the land located around the Port Clarence, Cowpen Marsh and
R-2020-0411-FFM-Chapter 2 Project Description.pdf:3: areas including that south of the River Tees in which the site is located.
R-2020-0411-FFM-Chapter 2 Project Description.pdf:17: a discharge into the River Tees. Runoff would be directed to the attenuation pond in the north
R-2020-0411-FFM-Chapter 2 Project Description.pdf:24: River Tees to the west. Silty water will be treated to allow suspended solids to
R-2020-0411-FFM-Chapter 2 Project Description.pdf:24: • No direct discharges of liquids or materials into the ponds or River Tees would be
R-2020-0411-FFM-Chapter 2 Project Description.pdf:27: the River Tees at an uncontrolled rate.
R-2020-0411-FFM-Non Technical Summary.pdf:7: through a discharge into the River Tees. This water would be directed to the attenuation pond in
R-2020-0411-FFM-Non Technical Summary.pdf:18:5.3.1 The closest watercourse to the site is the River Tees which flows in a northerly direction 870
R-2020-0411-FFM-Non Technical Summary.pdf:18: metres to the west of the site and discharges into the North Sea. The River Tees is fed by a
R-2020-0411-FFM-Non Technical Summary.pdf:19: to the north and the River Tees / Tees Estuary to the west.
R-2020-0411-FFM-Non Technical Summary.pdf:24: historic topographical location on tidal mudflats at the mouth of the River Tees, the Application Site
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:5: proposed to discharge to the River Tees, it can be
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:5: (e.g. the sea or River Tees) the peak flow control
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:11:8.3.9 The closest watercourse to the Application Site is the River Tees, which flows in a northerly
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:11: River Tees is fed by a complex network of Main Rivers, ordinary watercourses and drainage
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:11: Site. The River Tees forms part of the Teesmouth and Cleveland Coast Special Protection Area
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:15: approximately 78 metres to the north west and includes the River Tees.
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:16: located significantly higher than the coastline and River Tees at approximately 7.1 m AOD it is
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:18: prevent silty water entering the ponds to the north east or the River Tees to the west. Silty
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:18: • No direct discharges of liquids or materials into the ponds or River Tees would be permitted.
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:19: pond and onward via an off-site gravity discharge to the River Tees at an uncontrolled rate.
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:19: to the presence of flood defences along the River Tees to the west and the South Gare and
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:21:8.6.3 Due to the existing elevation of the Application Site (c. 7.1 mAOD) in comparison to the River Tees
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:22: uncontrolled discharge rate into the River Tees. The on-site drainage system would include an on-
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:22: would direct flows into the River Tees, no requirement for a reduction of existing runoff rates is
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:22: permeable paving. No process or ‘dirty’ water would be discharged into the River Tees. The
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:24:8.9.3 The hydrology and flood risk study area includes the River Tees, to the west of Application Site. A
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:24: Site and include the River Tees.
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:26:– River Tees courses. cement) stores and
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:27:– River Tees watercourses
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:27:– River Tees significant ecological
R-2020-0411-FFM-Chapter 13 - Other Environmental Effects.pdf:2: historic topographical location on tidal mudflats at the mouth of the River Tees, the Application Site
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:27: a discharge into the River Tees. Runoff would be directed to the attenuation pond in the north
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:36: interests particularly along the River Tees and the estuary and encourage habitat creation
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:37: general areas, including to the south of the River Tees – the land located around
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:42: contained within the site, prior to controlled discharge into the River Tees to ensure that there is no
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:78: area along the southern banks of the River Tees. Therefore, although the scale of the proposed
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:78: on both sides of the River Tees features. As such, the nature of these views is inherently
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:78: industrialised by the scale of the existing land-use along the banks of the River Tees. Taking this
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:89: discharge rate into the River Tees. The on-site drainage system would include an on-site
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:89:6.8.1 As the proposed development would direct flows into the River Tees, no requirement for a
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:89: permeable paving. No process or ‘dirty’ water would be discharged into the River Tees. The
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:90: surface runoff would be managed through a discharge into the River Tees. Runoff would be
R-2020-0411-FFM-Appendix 10.1 Transport Assessment.pdf:5:2.2.3 An access road for the Redcar Bulk Terminal (located on the eastern bank of the River Tees) runs
R-2020-0411-FFM-Appendix 10.1 Transport Assessment.pdf:5: adjacent to the River Tees is heavily industrialised, and A1085 Trunk Road provides no access to
R-2020-0411-FFM-Appendix 10.1 Transport Assessment.pdf:43: east/port-blyth-new- dock at Teeside on the south bank of the River Tees. https://www.bbc.co.uk/news/uk-england-tyne-26466442
R-2020-0411-FFM-Appendix 4.1 Redcar Energy Centre Scoping Report and Scoping Opinion.pdf:12: areas including that south of the River Tees in which the Application Site is located.
R-2020-0411-FFM-Appendix 4.1 Redcar Energy Centre Scoping Report and Scoping Opinion.pdf:26: visibility of the site from the west bank of the River Tees which would, in the main, be restricted to
R-2020-0411-FFM-Appendix 4.1 Redcar Energy Centre Scoping Report and Scoping Opinion.pdf:30: to the north of the Application Site associated with the mouth of the River Tees.
R-2020-0411-FFM-Appendix 4.1 Redcar Energy Centre Scoping Report and Scoping Opinion.pdf:32: of the road network adjacent to the River Tees is heavily industrialised.
R-2020-0411-FFM-Appendix 4.1 Redcar Energy Centre Scoping Report and Scoping Opinion.pdf:44: Station dock at Teeside on the south bank of the River Tees.
R-2020-0411-FFM-Appendix 4.1 Redcar Energy Centre Scoping Report and Scoping Opinion.pdf:52:River Tees or at the RBT wharf (intertidal surveys have been carried out but there is no information
R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:4: along the River Tees and the estuary and encourage integrated habitat creation and management;
R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:4: z. enhancing the environmental quality of the River Tees and coastline;
R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:8: within the River Tees or at the RBT wharf separate assessment would be
R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:22: pond and onward via an off-site gravity discharge to the River Tees at an uncontrolled rate. No
R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:22:7.4.12 No process or ‘dirty’ water would be discharged into the River Tees. The Environmental Permit
R-2020-0411-FFM-Chapter 10 Transport.pdf:8: River Tees is heavily industrialised, and A1085 Trunk Road provides no access to residential
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:5:The nearest notable surface water feature is the River Tees Estuary located approximately 870 metres west
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:13:River Tees Chemical – ‘Fail’ (2016) 870 metres west
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:18:3.2.15 The nearest surface water feature is the River Tees which is located adjacent to the north of the
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:18: may act as migration pathways to the River Tees.
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:19: River Tees Estuary
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:93: Point: RIVER TEES ESTUARY Issue No: 100
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:93: Point: RIVER TEES ESTUARY Issue No: 101
R-2020-0411-FFM-Appendix 4.2 List of Cumulative Developments.pdf:2: Error! Hyperlink reference not valid. on the south bank of the River Tees. 29/06/12
R-2020-0411-FFM-Appendix 7.2 Ecology PEA.pdf:6: a discharge into the River Tees. Runoff would be directed through oil interceptors then flow
R-2020-0411-FFM-Appendix 7.2 Ecology PEA.pdf:15: mouth of the River Tees to the west of the Application Site and the coastal habitats to the north.
R-2020-0411-FFM-Chapter 6 Landscape and Visual Impact.pdf:10: coastline. To the west is the River Tees Estuary and associated dockside shipping cranes. The
R-2020-0411-FFM-Chapter 6 Landscape and Visual Impact.pdf:11: largely defined by the wide and open lowlands associated with the River Tees (flowing from south
R-2020-0411-FFM-Chapter 6 Landscape and Visual Impact.pdf:11: topography rises gradually in parallel to the north east to south west orientation of the River Tees.
R-2020-0411-FFM-Chapter 6 Landscape and Visual Impact.pdf:11:6.3.9 The level form of the Tees Lowlands NCA continues west along the River Tees into Darlington,
R-2020-0411-FFM-Chapter 6 Landscape and Visual Impact.pdf:12: in the landscape. Industrial development fringing the tidal reaches of the River Tees contrasts
R-2020-0411-FFM-Chapter 6 Landscape and Visual Impact.pdf:13: Tract along the River Tees;
R-2020-0411-FFM-Chapter 6 Landscape and Visual Impact.pdf:16: east along the River Tees;
R-2020-0411-FFM-Chapter 6 Landscape and Visual Impact.pdf:18: along the south bank of the River Tees from the towns of Middlesbrough to Redcar in North
R-2020-0411-FFM-Chapter 6 Landscape and Visual Impact.pdf:18: of the River Tees, the Redcar blast furnace was the second largest in Europe.
R-2020-0411-FFM-Chapter 6 Landscape and Visual Impact.pdf:19: part located, operates as a deep-water terminal on the south bank of the River Tees and services
R-2020-0411-FFM-Chapter 6 Landscape and Visual Impact.pdf:22: Coast Path 528154.9 Coastal Margin, looking south east over the River Tees. The
R-2020-0411-FFM-Chapter 6 Landscape and Visual Impact.pdf:22: Bench and National Nature Reserve. The River Tees is partially visible
R-2020-0411-FFM-Chapter 6 Landscape and Visual Impact.pdf:23: the width of the view. The landform screens the River Tees
R-2020-0411-FFM-Chapter 6 Landscape and Visual Impact.pdf:23: on the coast of the River Tees. In the background, surrounding
R-2020-0411-FFM-Chapter 6 Landscape and Visual Impact.pdf:25: High drops again. In the far distance the River Tees and the tops of
R-2020-0411-FFM-Chapter 6 Landscape and Visual Impact.pdf:25: diverts inland before reaching the Application Site, crosses over the River Tees before traveling
R-2020-0411-FFM-Chapter 6 Landscape and Visual Impact.pdf:28: Townscape Tract (RPS 2020), a distinctly industrial and urban area alongside the River Tees. The
R-2020-0411-FFM-Chapter 6 Landscape and Visual Impact.pdf:31:6.6.6 Given the Application Site location within the existing industrial setting to the River Tees, the
R-2020-0411-FFM-Chapter 6 Landscape and Visual Impact.pdf:32: keeping with the existing Redcar industrial area along the southern banks of the River Tees.
R-2020-0411-FFM-Chapter 6 Landscape and Visual Impact.pdf:34: Application Site are available, the existing industrial context on both sides of the River Tees
R-2020-0411-FFM-Chapter 6 Landscape and Visual Impact.pdf:34: land-use along the banks of the River Tees. Taking this into account, the magnitude of impact
R-2022-0176-CD-TRAVEL PLAN UPDATE.pdf:2:The plant is located adjacent to the main southern dock at Teesport on the south bank of the River Tees in the
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:4: wind developments, on the River Tees. The proposed works (Phase 1) aims to deliver
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:9: gravity, and discharge to the River Tees via 4no Klargester NSFA225 Class 1 full
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:9: is provided downstream of each separator to prevent discharge into the River Tees in
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:9: to the seaward side of each outfall to prevent water from the River Tees entering the
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:15: Prior to being discharged to the River Tees, the surface water drainage shall pass
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:22: wind developments, on the River Tees. The proposed works (Phase 1) aims to deliver
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:27: under gravity, and discharge to the River Tees via Class 1 full retention interceptors
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:27: provided downstream of each separator to prevent discharge into the River Tees
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:27: prevent water from the River Tees entering the drainage system.
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:32: Prior to being discharged to the River Tees, the surface water drainage shall pass
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:95:1.2.1 The site is located on the south bank of the River Tees at Redcar approximately
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:95: River Tees which is largely disused land/ derelict. A number of disused oil storage
R-2021-0465-FFM-INCA 2021-30 HRA South Bank Quay enabling works.pdf:3:3.2 The development site is approximately rectangular in shape. Its frontage is the River Tees. A site
R-2021-0465-FFM-INCA 2021-30 HRA South Bank Quay enabling works.pdf:7:Marske-by-the Sea in the south and includes the River Tees up to the Tees Barrage. The seaward
R-2021-0465-FFM-INCA 2021-30 HRA South Bank Quay enabling works.pdf:8: closest management unit to the application site is Unit 7 River Tees for which there is currently “no
R-2021-0465-FFM-INCA 2021-30 HRA South Bank Quay enabling works.pdf:8: tidal River Tees for foraging in the summer months, while Redshank and Curlew Numenius arquata
R-2021-0465-FFM-LMW-RYD-00-XX-FN-A-0000-S2-P1_Design_Access_Statement.pdf:1: The site is bound by the River Tees to the North West of the site with two existing access points
R-2021-0465-FFM-LM Wind Detailed Applicaiton Covering Letter 28.05.21.pdf:2:east of Middlesbrough. The site is bound by the River Tees to the North West of the site with two existing
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:10:by the River Tees (albeit stepped back from the wharf by approximately 370m).
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:13:process. As such, the River Tees is likely in continuity with water within both the Made Ground and the
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:13:to be in direct continuity with the River Tees however interaction cannot be ruled out without data on
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:13:The closest surface water feature to the site is the River Tees approximately 400m beyond the northern
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:14: conservative dilution assessment undertaken in the risk assessment, the risk to the River Tees
R-2021-0465-FFM-INCA2021-56 HRA land at South Bank.pdf:3:Marske-by-the Sea in the south and includes the River Tees up to the Tees Barrage. The seaward
R-2021-0465-FFM-INCA2021-56 HRA land at South Bank.pdf:5:management unit to the application site is Unit 7 River Tees for which there is currently “no
R-2021-0465-FFM-INCA2021-56 HRA land at South Bank.pdf:5:tidal River Tees for foraging in the summer months, while Redshank and Curlew Numenius arquata
R-2021-0465-FFM-INCA2021-56 HRA land at South Bank.pdf:5:River Tees and North Tees Mudflat. Common Terns do forage in the River Tees in reasonable
R-2021-0465-FFM-INCA2021-56 HRA land at South Bank.pdf:6:No watercourses occur on the site and the site itself is 1km from the River Tees. The former Holme
R-2021-0465-FFM-LMW-RYD-00-XX-FN-A-0000-S2-P1-Full Planning - Design_Access_Statement.pdf:1: The site is bound by the River Tees to the North West of the site with two existing access points
R-2021-0465-FFM-ApplicationFormRedacted.pdf:1:* North West by the River Tees;
R-2023-0179-SCP-424840_HyGreen_Redcar_EIA_Scoping_NEresponse_28.3.23.pdf:4:theme in respect of the River Tees hydrological catchment.
R-2023-0179-SCP-230306 - HyGreen - EIA Scoping Opinion Request Letter - Final.pdf:2:also include hydrogen pipelines either side of the River Tees within Redcar and Cleveland, Stockton-
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:12: installations and potential future storage sites to the south of the River Tees. Both
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:13: land to the south of the River Tees, within RCBC, including the Main Site as well as
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:17:2.1.33 The Tees Estuary Water Framework Directive (WFD) waterbody (River Tees) is
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:17: River Tees is tidal at the location, with the normal tidal limit approximately 11.2 km
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:17: • The Dabholm Gut flows to the River Tees approximately 0.8 km south of the Main
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:18: along the banks of the River Tees, including the Main Site and the surrounding area.
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:38: Locations for Waste facilities should be located in areas such as south of the River Tees (e.g.
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:50: watercourses across the study area drain towards the River Tees and onto the North
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:50: around the River Tees. The average rainfall varies throughout the year, with the
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:53:6.1.15 The River Tees (Main River) is located approximately 0.7 km to the west of the Main
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:55: back to the River Tees (via Bran Sands WwTW) whilst also maintaining the
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:58: previously reclaimed land from the River Tees.
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:69:6.1.92 Within the Seal Sands survey area, between the River Tees and the A178, these
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:78: lower reaches of the River Tees and its tributaries, with wide views to distant hills.
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:78: industrial complexes along the banks of the River Tees. However, the RCBC
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:79: including along the coast, River Tees and inland nature reserves, although the large-
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:98: existing and former sites of industrial installations south of the River Tees. The Main
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:101: • the water environment, including groundwater, the River Tees, and the North Sea;
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:106: areas including the Proposed Development Site to the south of the River Tees
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:108: industrial areas to the south of the River Tees (Tees Valley, 2011a), there are no
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:117: River Tees, to the south-west of the Main Site for the Proposed Development.
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:144: River Tees
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:150: Fluvial Flood Y The Proposed Development Site is on the River Tees with parts in Flood Zone 3 (greater than 1% AEP river
R-2023-0179-SCP-SCOPING OPINION DECISION.pdf:10:theme in respect of the River Tees hydrological catchment.
R-2023-0179-SCP-Figure A-7 - Major Accidents and Disasters Receptors within 5km of the Proposed Development Site Boundary.pdf:1: River Tees
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:9: along the River Tees and the estuary and encourage integrated habitat creation and
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:9: 4 enhance the environmental quality of the River Tees and coastline;
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:20: occupying its footprint. Athletic Ground and River Tees. Eston Grange Station has also
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:27:H4.36 The River Tees is approximately 1.3km to the northwest of the site and is classified by the
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:27: covered feature to discharge at the Cleveland Channel which flows to the River Tees via the
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:28: into the River Tees via the Cleveland and Lackenby Channels and the SLEMS.
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter A - Introduction and Background - Dec 2020.PDF:13: miles south west of the bank of the River Tees and slightly under 0.5 miles south west from the
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter A - Introduction and Background - Dec 2020.PDF:15: connects to a pumping station on the bank of the River Tees.
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter A - Introduction and Background - Dec 2020.PDF:16: mile south from the coast and around 1.75 miles south west of the bank of the River Tees.
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter A - Introduction and Background - Dec 2020.PDF:19: half a mile south of the cost and around 1.75 miles south west of the bank of the River Tees. It is
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter A - Introduction and Background - Dec 2020.PDF:25: bank of the River Tees.
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter E - Noise & Vibration - Dec 2020.PDF:14:also be bought forward for a new quay and dredging within the River Tees in addition to land-based
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:5:site is 65.9ha (659,000m2) in size and is located at the River Tees estuary, approximately 1.5km north west of Redcar
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:5:524179. The site is 44.9ha (449,000m2) in size and comprises brownfield land at the River Tees estuary, located 5km
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:5:(587,000m2) in size and comprises brownfield land at the River Tees estuary, located 5km to the west of Redcar.
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:5:site is 80.9ha (809,000m2) in size and is located at the River Tees estuary, approximately 3.2km to the west of
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:7:site is 65.9ha (659,000m2) in size and is located at the River Tees estuary, approximately 1.5km north west of Redcar
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:7:524179. The site is 44.9ha (449,000m2) in size and comprises brownfield land at the River Tees estuary, located 5km
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:7:(587,000m2) in size and comprises brownfield land at the River Tees estuary, located 5km to the west of Redcar.
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:7:site is 80.9ha (809,000m2) in size and is located at the River Tees estuary, approximately 3.2km to the west of
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:13:site is 65.9ha (659,000m2) in size and is located at the River Tees estuary, approximately 1.5km north west of Redcar
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:13:524179. The site is 44.9ha (449,000m2) in size and comprises brownfield land at the River Tees estuary, located 5km
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:14:(587,000m2) in size and comprises brownfield land at the River Tees estuary, located 5km to the west of Redcar.
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:14:site is 80.9ha (809,000m2) in size and is located at the River Tees estuary, approximately 3.2km to the west of
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:19:site is 65.9ha (659,000m2) in size and is located at the River Tees estuary, approximately 1.5km north west of Redcar
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:19:524179. The site is 44.9ha (449,000m2) in size and comprises brownfield land at the River Tees estuary, located 5km
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:19:(587,000m2) in size and comprises brownfield land at the River Tees estuary, located 5km to the west of Redcar.
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:19:site is 80.9ha (809,000m2) in size and is located at the River Tees estuary, approximately 3.2km to the west of
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:35: area on the south bank of the River Tees, near Redcar. The chapter will comprise an
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:36: comprises brownfield land at the River Tees estuary, located 5km to the west of Redcar.
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:36: The site lies within the catchment of the River Tees that lies north of the site, and within two
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:36: River Tees.
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:39: River Tees estuary and lies to the north of the site. This is in place to protect the coastal and
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:46: The nature of the channel outfalls into the River Tees is unknown. If these are not flapped or
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:60: low-lying land surrounding it there is the Tidal River Tees flood alert area (code
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:60: 121WAT926). The monitoring station for this area is the River Tees at Tees Dock, station ID
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:61: requires a permit. The River Tees is designated as a main river but as the other
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter C - Transport - Dec 2020.PDF:77:bound by the River Tees to the north.
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter C - Transport - Dec 2020.PDF:84:The STDC site is located on the south bank of the River Tees, between Redcar town centre to the east
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter C - Transport - Dec 2020.PDF:263:bound by the River Tees to the north.
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter C - Transport - Dec 2020.PDF:270:The STDC site is located on the south bank of the River Tees, between Redcar town centre to the east
R-2020-0819-ESM-Dorman Point - Planning Statement - Dec 2020.pdf:8: centre and is approximately 1.5km south east of the River Tees.
R-2020-0819-ESM-Dorman Point - Planning Statement - Dec 2020.pdf:11: onto the River Tees (this site has recently received outline planning permission for general
R-2020-0819-ESM-Dorman Point - Planning Statement - Dec 2020.pdf:12:2.33 The River Tees is located approximately 1.6km to the north west of the site. This is part of the
R-2020-0819-ESM-Dorman Point - Planning Statement - Dec 2020.pdf:23: particularly along the River Tees and the estuary and encourage integrated habitat
R-2020-0819-ESM-Dorman Point - Planning Statement - Dec 2020.pdf:23: • enhance the environmental quality of the River Tees and coastline;
R-2020-0819-ESM-Dorman Point - Planning Statement - Dec 2020.pdf:41: biodiversity interest particularly along the River Tees and the estuary and encourage integrated
R-2020-0819-ESM-Dorman Point - Planning Statement - Dec 2020.pdf:41: water body (e.g. the sea or River Tees) the peak flow control standards and volume control
R-2020-0819-ESM-Dorman Point - Planning Statement - Dec 2020.pdf:41: where there is discharge into drainage channels which flow directly into the River Tees
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter B -Site Description and Scheme Proposals - Dec 2020.PDF:9: centre and is approximately 1.5km south east of the River Tees.
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter B -Site Description and Scheme Proposals - Dec 2020.PDF:10: is brownfield industrial land with a frontage to the River Tees. It has previously been used by
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter B -Site Description and Scheme Proposals - Dec 2020.PDF:11:B3.18 The River Tees is located approximately 1.6kmto the north west of the site. This is part of the
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter B -Site Description and Scheme Proposals - Dec 2020.PDF:12: 7 Surface water including the River Tees estuary, Holme Beck Culvert, Boundary Beck
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter B -Site Description and Scheme Proposals - Dec 2020.PDF:17: • River Tees Quay: On 9th November 2020 STDC submitted two detailed planning
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter B -Site Description and Scheme Proposals - Dec 2020.PDF:22: along the River Tees and the estuary and encourage integrated habitat creation and
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter B -Site Description and Scheme Proposals - Dec 2020.PDF:22: z. enhance the environmental quality of the River Tees and coastline;
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter N - Cumulative Effects - Dec 2020.PDF:14: miles south west of the bank of the River Tees and slightly under 0.5 miles south west from the
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter N - Cumulative Effects - Dec 2020.PDF:16: connects to a pumping station on the bank of the River Tees.
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter N - Cumulative Effects - Dec 2020.PDF:17: mile south from the coast and around 1.75 miles south west of the bank of the River Tees.
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter N - Cumulative Effects - Dec 2020.PDF:20: half a mile south of the cost and around 1.75 miles south west of the bank of the River Tees. It is
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter N - Cumulative Effects - Dec 2020.PDF:26: bank of the River Tees.
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter L - LVIA - Dec 2020.PDF:26: more subtle transition into the Vale of Mowbray and beyond. The River Tees meanders through
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter L - LVIA - Dec 2020.PDF:27:L4.16 Further to the north of the site and beyond the industrial land, the River Tees passes through
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:8: • River Tees Catchment Flood Management Plan (EA, 2009) (Ref 12).
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:11: water body (e.g. the sea or River Tees) the peak flow control standards and volume control
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:11: discharge into drainage channels which flow directly into the River Tees without any
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:25: drainage and work on or near main rivers requires a permit. The River Tees is designated as a
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:26: at the River Tees estuary. The site topography is sloping to the west and north, with the north
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:26:G4.6 The site lies within the catchment of the River Tees that lies north of the site, and within two sub
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:26: conveys flows below Teesport to an outfall on the River Tees.
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:34: the site are likely to be in hydraulic connectivity with the River Tees, particularly through the
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:34: Mudstone Secondary B aquifer to the River Tees, which is likely to form the most significant
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:34: located on the north side of the River Tees and, due to the hydraulic barrier formed by the River
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:34:G4.41 The nearest licenced abstraction lies on the south bank of the River Tees, downgradient of the
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:34: site. The abstraction on the south bank of the River Tees is for dust suppression and power
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:36: River Tees estuary Under the EA’s Catchment Explorer, as noted in Section G4.17 Very high
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:43: development avoids changes to the bank of the River Tees, which limits the potential for direct
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:43: aquifers with potential pathways through the Made Ground to the River Tees. This may arise
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:44: located near the River Tees, a very significant groundwater discharge boundary. Alteration of
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:52: River Tees Flows - Increased Negligible Adverse and Not Implementation of a Negligible
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:55: River Tees Flows - Increased Negligible Adverse and Not A FRA, DIA and Surface Negligible
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:58: Negligible Beneficial effects for the River Tees Estuary during construction and operation. The
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:61: 12 Environment Agency (2009). River Tees: Catchment flood management plan. online
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter D - Biodiversity and Ecology - Dec 2020.PDF:10:underlying SSSIs which would include the River Tees as far upstream as Tees Barrage. Under these
R-2020-0819-ESM-1401-Dorman Point DAS.pdf:4: proximity to the River Tees.
R-2020-0819-ESM-1401-Dorman Point DAS.pdf:6: of the River Tees from the towns of Middlesbrough to Redcar.
R-2020-0819-ESM-1401-Dorman Point DAS.pdf:6: Teesside. Opened in 1979 and located near the mouth of the River Tees, the
R-2020-0819-ESM-1401-Dorman Point DAS.pdf:8: the River Tees.
R-2020-0819-ESM-Dorman Point ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:6: Redcar town centre, and is approximately 1.6km south east of the River Tees.
R-2020-0819-ESM-Dorman Point ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:8: 7 Surface water including the River Tees estuary, Holme Beck Culvert, Boundary Beck
R-2020-0819-ESM-Dorman Point ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:16:8.3 The site lies within the catchment of the River Tees located north of the site, and within two sub
R-2020-0819-ESM-Dorman Point ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:16:8.5 The surface water receptors assessed in this chapter are: The River Tees Estuary (Tees Water
R-2020-0819-ESM-Dorman Point ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:18:9.6 The River Tees is approximately 1.3km to the northwest of the site, with Holme Beck which
R-2020-0819-ESM-Dorman Point ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:18: River Tees via the Lackenby Channel. Knitting Wife Beck is culverted along the eastern side of
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter L - LVIA - Dec 2020.PDF:48:glimpses of the estuary and River Tees add to the value of the experience for the viewer.
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:6: Flooding - River Tees estuary (Tees WFD waterbody); and
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:8: - River Tees Estuary; and
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:9: 7 Surface water including the River Tees estuary, Holme Beck Culvert, Boundary Beck
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:10: Surface Water (including River Tees Estuary Holme (WMF) (GC) (WMF)
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:17: Grangetown River Tees. It is located within the
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:20: submitte a section of the existing approach channel and to create a once application of the River Tees.
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:25: Order the River Tees. However, following
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:43: flows. In terms of surface water, smaller watercourses draining to the Tees and the River Tees
R-2020-0819-ESM-Dorman Point HRA Rev B(1).PDF:5:Marske-by-the Sea in the south and includes the River Tees up to the Tees Barrage. The seaward
R-2020-0819-ESM-Dorman Point HRA Rev B(1).PDF:5:management unit to the application site is Unit 7, River Tees for which there is currently “no
R-2020-0819-ESM-Dorman Point HRA Rev B(1).PDF:5:tidal River Tees for foraging in the summer months, while Redshank and Curlew Numenius arquata
R-2020-0819-ESM-Dorman Point HRA Rev B(1).PDF:7:sites on and around the north bank of the River Tees will continue to ensure preferential use by the
R-2020-0819-ESM-Dorman Point HRA Rev B(1).PDF:7:ultimately discharge to the tidal River Tees which forms part of the SPA. However, The CEMP will
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter D - Biodiversity and Ecology - Dec 2020.PDF:14: Marske-by-the Sea in the south and includes the River Tees up to the Tees Barrage resulting in a
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter D - Biodiversity and Ecology - Dec 2020.PDF:27: point, which is the River Tees. The closest part of the Teesmouth and Cleveland Coast Ramsar
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter I - Socio-Economic - Dec 2020.PDF:20: of the River Tees in both Stockton-on-Tees and Redcar and Cleveland, including the application
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter A - Introduction and Background - Dec 2020.PDF:15: Grangetown River Tees. It is located within the
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter A - Introduction and Background - Dec 2020.PDF:18: submitte deepen the northern half of the Tees Dock once application of the River Tees.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:9:to have included tipping of slag and the placement of hydraulic fill dredged from the River Tees. The Site was
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:13:railway sidings and the placement of hydraulic fill dredged from the River Tees. The DGA are all located in the
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:18:high-water mark as the boundary. The River Tees which flows into the North Sea at the Tees Estuary, is located
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:30:The DGA and the wider site is reclaimed land from the River Tees Estuary. The Made Ground used for the land
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:7: - Surface water, including: River Tees
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:8: - Surface water, including: River Tees
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:10: 8 Surface water including the River Tees estuary, the Fleet, Ash Gill Beck, Dabholm Beck,
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:11: Surface water including the River Tees estuary, the Fleet, Ash Gill (GC) (WMF)
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:19: Grangetown River Tees. It is located within the
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:22: submitte a section of the existing approach channel and to create a once application of the River Tees.
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:27: Order the River Tees. However, following
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:45: Tees and the River Tees Estuary (WFD transitional water body) are deemed to be Negligible
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:70: opposite (left) bank of the River Tees and so are therefore unlikely to experience any cumulative
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:9: • River Tees Catchment Flood Management Plan (EA, 2009) (Ref 12).
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:12: surface water body (e.g. the sea or River Tees) the peak flow control standards and
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:12: into drainage channels which flow directly into the River Tees without any constraints;
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:26: drainage and work on or near main rivers requires a permit. The River Tees is designated as a
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:27: CLE31 region. The site is 67ha (670,000m2) in size and is located on the River Tees estuary,
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:27:G4.9 The site is located within the catchment of the River Tees, which flows to the west of the site.
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:28: into the River Tees. Both channels discharge to the River Tees via Dabholm Beck which becomes
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:29: north westerly direction as the watercourse flows into the River Tees via Dabholm Gut (part of
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:29: The Fleet and Dabholm Beck into the River Tees, particularly when under tidal influence.
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:36: likely to be in hydraulic connectivity with the River Tees or the coast, particularly through the
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:36: Secondary (undifferentiated) aquifer to the River Tees or the coast, which is likely to form the
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:36: all located on the north side of the River Tees and, due to the hydraulic barrier formed by the
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:36: River Tees, it is unlikely that any of these abstractions have their catchment within the site of
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:37:G4.51 The nearest licenced abstraction lies on the south bank of the River Tees, downgradient of the
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:37: site. The abstraction on the south bank of the River Tees is for general power station cooling.
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:39: River Tees estuary Under the EA’s Catchment Explorer, as noted in Section G5, the Very high
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:47: development avoids changes to the bank of the River Tees, which limits the potential for direct
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:47: aquifers with potential pathways through the Made Ground to the River Tees. This may arise
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:48: flows is minor. The site is located near the River Tees, a very significant groundwater discharge
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:60: River Tees Flows - Negligible Adverse and Implementation of the Negligible
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:63: River Tees Flows - Negligible Adverse and An FRA, DIA and Surface Negligible
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:68: Negligible Beneficial effects for the River Tees Estuary during construction and operation. The
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:70: 14 Environment Agency (2009). River Tees: Catchment flood management plan. online
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:8: along the River Tees and the estuary and encourage integrated habitat creation and
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:8: 4 enhance the environmental quality of the River Tees and coastline; and
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:16: south from the coast and around 2.8km south west of the bank of the River Tees. It is located
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:24:H4.41 The River Tees is approximately 2.8km to the west of the site boundary and is classified by the
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:38: groundwater and principal surface water feature (River Tees) are considered of low value and
R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:6: east of the bank of the River Tees.
R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:8: 8 Surface water including the River Tees estuary, the Fleet, Ash Gill Beck, Dabholm Beck,
R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:12: into Dabholm Gut, thereby forming a corridor between Coatham Marsh and the River Tees. The
R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:16:7.13 The site lies within the catchment of the River Tees located west of the site, and within three sub
R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:16: Dabholm Beck discharges into the River Tees Estuary via the tidal Dabholm Gut. The site is
R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:17:7.15 The surface water receptors assessed in this chapter are: The River Tees Estuary (Tees Water
R-2020-0822-ESM-1401-Long Acres DAS.pdf:4: proximity to the River Tees.
R-2020-0822-ESM-1401-Long Acres DAS.pdf:6: of the River Tees from the towns of Middlesbrough to Redcar in North
R-2020-0822-ESM-1401-Long Acres DAS.pdf:6: Teesside. Opened in 1979 and located near the mouth of the River Tees, the
R-2020-0822-ESM-Long Acres ES - Vol 3 - Chapter A - Intro and Background - Dec 2020.PDF:13: miles south west of the bank of the River Tees and slightly under 0.5 miles south west from the
R-2020-0822-ESM-Long Acres ES - Vol 3 - Chapter A - Intro and Background - Dec 2020.PDF:15: connects to a pumping station on the bank of the River Tees.
R-2020-0822-ESM-Long Acres ES - Vol 3 - Chapter A - Intro and Background - Dec 2020.PDF:16: mile south from the coast and around 1.75 miles south west of the bank of the River Tees.
R-2020-0822-ESM-Long Acres ES - Vol 3 - Chapter A - Intro and Background - Dec 2020.PDF:19: half a mile south of the cost and around 1.75 miles south west of the bank of the River Tees. It is
R-2020-0822-ESM-Long Acres ES - Vol 3 - Chapter A - Intro and Background - Dec 2020.PDF:25: bank of the River Tees.
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter L - LVIA - Dec 2020.PDF:26: more subtle transition into the Vale of Mowbray and beyond. The River Tees meanders through
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter L - LVIA - Dec 2020.PDF:27:L4.18 To the west of the site, the River Tees passes through the industrial landscape, with hard-edged
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter I - Socio-Economics - Dec 2020.PDF:20: of the River Tees in both Stockton-on-Tees and Redcar and Cleveland, including the application
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter B - Site and Scheme Description - Dec 2020.PDF:8: around 0.8km south from the coast and around 2.8km south east of the bank of the River Tees.
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter B - Site and Scheme Description - Dec 2020.PDF:11: land to the east and north of the site including the coastline, and extend to cover the River Tees,
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter B - Site and Scheme Description - Dec 2020.PDF:12: 8 Surface water including the River Tees estuary, Holme Beck Culvert, Boundary Beck
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter B - Site and Scheme Description - Dec 2020.PDF:17: • River Tees Quay: On 9th November 2020 STDC submitted two detailed planning
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter B - Site and Scheme Description - Dec 2020.PDF:20: along the River Tees and the estuary and encourage integrated habitat creation and
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter B - Site and Scheme Description - Dec 2020.PDF:20: z. enhance the environmental quality of the River Tees and coastline;
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter A - Intro and Background - Dec 2020.PDF:15: Grangetown River Tees. It is located within the
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter A - Intro and Background - Dec 2020.PDF:18: submitte deepen the northern half of the Tees Dock once application of the River Tees.
R-2020-0822-ESM-Long Acres ES - Vol 3 - Chapter C - Transport - Dec 2020.PDF:7:The site is located on the south bank of the River Tees, approximately 2.5km to
R-2020-0822-ESM-Long Acres ES - Vol 3 - Chapter C - Transport - Dec 2020.PDF:18:of the River Tees, approximately 2.5km to the west of Redcar town centre and
R-2020-0822-ESM-Long Acres ES - Vol 3 - Chapter C - Transport - Dec 2020.PDF:69:bound by the River Tees to the north.
R-2020-0822-ESM-Long Acres ES - Vol 3 - Chapter C - Transport - Dec 2020.PDF:76:The STDC site is located on the south bank of the River Tees, between Redcar town centre to the east
R-2020-0822-ESM-Long Acres ES - Vol 3 - Chapter C - Transport - Dec 2020.PDF:219:bound by the River Tees to the north.
R-2020-0822-ESM-Long Acres ES - Vol 3 - Chapter C - Transport - Dec 2020.PDF:226:The STDC site is located on the south bank of the River Tees, between Redcar town centre to the east
R-2020-0822-ESM-Long Acres ES - Vol 3 - Chapter E - Noise & Vibration - Dec 2020.PDF:14:also be bought forward for a new quay and dredging within the River Tees in addition to land-based
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter D - Biodiversity and Ecology - Dec 2020(1).PDF:13: Marske-by-the Sea in the south and includes the River Tees up to the Tees Barrage resulting in a
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter D - Biodiversity and Ecology - Dec 2020(1).PDF:18: Marsh and the River Tees. However, as The Fleet would only represent a tiny fraction of an
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter D - Biodiversity and Ecology - Dec 2020(1).PDF:24: resident in the watercourses themselves, their connections between the River Tees and the
R-2020-0465-FFM-Officer report _R20200465FFM.pdf:2:tidal and discharge into the River Tees.
R-2020-0465-FFM-Officer report _R20200465FFM.pdf:15:Slems and the River Tees through the Lackenby Channel. This document will
R-2020-0465-FFM-Officer report _R20200465FFM.pdf:15:Construction works has the potential to impact otter within the River Tees
R-2020-0465-FFM-Officer report _R20200465FFM.pdf:15:to the small nature of the proposed development site, size of the River Tees
R-2020-0465-FFM-Officer report _R20200465FFM.pdf:15:relating to construction from entering The Slems and the River Tees through
R-2020-0465-FFM-Officer report _R20200465FFM.pdf:15:River Tees through the hydrological connection of the Lackenby Channel.
R-2020-0465-FFM-Officer report _R20200465FFM.pdf:15:the River Tees and mobile nature of marine mammals, any potential pollution
R-2020-0465-FFM-Officer report _R20200465FFM.pdf:15:and once reaching the River Tees.
R-2020-0465-FFM-Officer report _R20200465FFM.pdf:16:relating to construction from entering The Slems and the River Tees through
R-2020-0465-FFM-Officer report _R20200465FFM.pdf:16:River Tees.
R-2020-0465-FFM-Officer report _R20200465FFM.pdf:16:relating to construction from entering The Slems and the River Tees through
R-2020-0465-FFM-60722_01 - Cover Letter - 24.08.20.PDF:4:River Tees and the estuary and encourage integrated habitat creation and management.
R-2020-0465-FFM-Metals Recovery Site HRA_Issue.PDF:13:• no development will take place within the River Tees or Lackenby Channel,
R-2020-0465-FFM-Metals Recovery Site HRA_Issue.PDF:16: Beck, Old River Tees, The Fleet and Stainsby Beck watercourses within the
R-2020-0465-FFM-Metals Recovery Site HRA_Issue.PDF:25:River Tees and thus the Teesmouth and Cleveland Coast SPA and Ramsar. There
R-2020-0465-FFM-Metals Recovery Site HRA_Issue.PDF:25:development site which runs into the River Tees. The likelihood of a
R-2020-0465-FFM-Metals Recovery Site HRA_Issue.PDF:25:pollution/spillage event affecting the River Tees (and thus the Teesmouth and
R-2020-0465-FFM-Metals Recovery Site HRA_Issue.PDF:26:the River Tees.
R-2020-0465-FFM-Metals Recovery Site HRA_Issue.PDF:29:common redshank have been recorded on sections of the River Tees close to the
R-2020-0465-FFM-Metals Recovery Site HRA_Issue.PDF:36:proposed development site is approximately 250m from the River Tees coastline
R-2020-0465-FFM-Metals Recovery Site HRA_Issue.PDF:37:birds utilising the River Tees or adjacent habitats in proximity to the proposed
R-2020-0465-FFM-Metals Recovery Site HRA_Issue.PDF:39:implemented appropriate mitigation to control pollution to the River Tees and
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:6: surrounding area from the River Tees estuary, the site presents a ‘Low to Moderate’ risk to
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:6: River Tees, the sensitivity of the surface water bodies is considered to be low, therefore the site
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:6: and dispersion would likely occur especially when entering the River Tees. Given the industrial
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:11:The site is located on the southern bank of the River Tees, covering an area of approximately 302 ha.
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:11:underlain by Made Ground most likely associated with land reclamation works from the River Tees Estuary
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:11:In 2015, The River Tees and the Fleet had an overall classification of ‘Moderate’ with an ecological
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:12:The area is approximately 119.5 ha and is irregular in shape. The area is bound to the north by the River Tees
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:14: The south bank of the River Tees forms the northern boundary of the site and is classified by the EA as a
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:14: There are several culverts within the wider site entering from the south flowing into the River Tees.
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:14: Hydrological The principal surface water feature is the adjacent River Tees. There are no culverts known to cross the area
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:14: shown within the site to the west of the tank farm. A soakaway and a discharge to the River Tees at
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:17: areas. Land was principally constituted of low lying scrub land. In closer proximity to the River Tees to the
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:17: through the area and the surrounding area flowing into the River Tees.
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:22: Infrastructure and facilities associated with River Tees Docks to the West of the area in close proximity to the
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:23: Offsite: Further development of the River Tees dockyard to the west of the area in addition to further
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:24: River Tees Dockyard and associated Infrastructure inclusive of docks, wharfs, warehouses (West).
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:26: broad flow direction towards the River Tees. Due to the distribution of boreholes across the site it
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:27: towards the River Tees.
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: In general, groundwater flow in shallow deposits is anticipated to be towards the River Tees to the north or
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: influenced by the presence of surface water features. The main River Tees is also tidally influenced, and there
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: Hydrology The River Tees is located to the approximately 1.2km north of the area, and is classified by the EA as a Main
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: River. The stretch of the River Tees to the north of the area is tidal. There are other minor surface waters
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: Surface waters including the River Tees are likely to be in hydraulic continuity with shallow groundwater in
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:33: Hydrological The surface water sensitivity is low. The area lies in the catchment of the River Tees, which is over 1km away
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:33: south west of the area. The River Tees forms part of the SSSI. The Teesmouth and Cleveland Coast is also
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:33: sensitivity River Tees to the north receives surface water discharge from the area and is designated as a SSSI. However,
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:43: The site is located 750m south east of the Tees dock, and 1.8km south of the River Tees.
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:50: There are several culverts within the wider site entering from the south flowing into the River Tees. The River
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:50: sensitivity into the River Tees. Kinkerdale Culvert, which originates to the east of the area branches off and flows under
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: In general, groundwater flow in shallow deposits is anticipated to be towards the River Tees to the north or
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: influenced by the presence of surface water features. The main River Tees is also tidally influenced, and there is
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: Hydrology The River Tees is located approximately 2km to the north of the area, and is classified by the EA as a Main River.
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: The stretch of the River Tees to the north of the area is tidal. There are other minor surface waters courses
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: into the Dabholm Gut; this in turn discharges to the River Tees. The Kinnerdale Beck, Knitting Wife Beck and
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:65: Sands lagoon adjacent to the south bank of the River Tees.
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:66: Surface waters including the River Tees are likely to be in hydraulic continuity with shallow groundwater in Made
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:66: sensitivity River Tees. The River Tees is tidally influenced in the stretch downgradient of the area.
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:66: Ecology The Teesmouth and Cleveland Coast SSSI is located adjacent to the east of Coatham Marshes, and the River Tees
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:67: sensitivity Coatham Marshes. The River Tees to the north receives surface water discharge from the area and is designated
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:67: large volume of the River Tees receiving water.
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:104: to the River Tees.
R-2020-0465-FFM-Metals Recovery Site, South Bank, Redcar DBA.PDF:6: a part of the mud flats on the River Tees until reclamation commenced in the 19th century. No
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:9:into the River Tees a short distance north of the site.
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:16:adjoins a tidal section of the River Tees and therefore there is the potential for saline intrusion into the
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:16:discharges from the site to the Teesmouth and Cleveland Coast SPA and RAMSAR via the River Tees are
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:16:likely to be limited by tidal exchange and the large volume of the River Tees receiving water. This is in line with
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:4:migratory fish populations present in the River Tees, brown hare and hedgehog.
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:7:from the River Tees by PD Ports but is adjacent to the Lackenby Channel which
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:7:outflows into the River Tees.
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:12:Ornithology (BTO). WeBS data was provided for two areas of the River Tees and
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:19:the full course of the River Tees up to the Tees Barrage is designated under the
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:27:Common redshank have also been recorded within the River Tees and along its
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:28:Tees. Otter are known to be present throughout the River Tees habitat corridor,
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:29:The River Tees supports the foraging efforts of harbour seal and grey seal
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:29:to the Lackenby Channel which is hydrologically connected to the River Tees.
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:29:The River Tees supports the migration of salmon (Salmo salar) and brown trout
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:29:to the Lackenby Channel, which is hydrologically connected to the River Tees.
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:31: west (River Tees) and to the east (PD Ports
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:31: west (River Tees). Potential for loss and/or
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:31: west (River Tees) and to the east (PD Ports
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:32: Otter Local Otter are present within the River Tees,
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:32: River Tees.
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:32: Cleveland Coast SSSI) utilise the River Tees
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:32: which is connected to the River Tees.
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:32: River Tees.
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:34:development site is separated from the River Tees by PD Ports but is adjacent to
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:34:Lackenby Channel which outflows into the River Tees.
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:35: to construction from entering the River Tees. The CEMP will be reviewed by
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:35: reach the River Tees will be outlined within the CEMP; and
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:37: Slems and the River Tees through the Lackenby Channel. This document will
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:38:Construction works has the potential to impact otter within the River Tees through
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:38:nature of the proposed development site, size of the River Tees and mobile nature
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:38:and become diluted prior to and once reaching the River Tees.
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:38:construction from entering The Slems and the River Tees through the Lackenby
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:38:due to the small nature of the proposed development site, size of the River Tees
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:38:River Tees.
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:38:construction from entering The Slems and the River Tees through the Lackenby
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:38:due to the small nature of the proposed development site, size of the River Tees
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:38:nature, temporary and become diluted prior to and once reaching the River Tees.
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:39:construction from entering The Slems and the River Tees through the Lackenby
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:42: River Tees due to its development site that Employment of CEMP during construction
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:42: Lackenby Channel. commuting activities, and/or sediment and dust entering the River Tees
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:42: Cleveland Coast SSSI works could result in pollution habitats from pollution from effect liquids away from River Tees during adverse effect
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:42: Lackenby Channel. commuting activities, and/or entering the River Tees.
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:43: River Tees. and become diluted prior to local level be outlined and implemented through a
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:50:therefore the River Tees, and to ensure legal compliance with respect to nesting
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:51: Slems and the River Tees through the Lackenby Channel. This document will
R-2023-0227-CD-TV_ERF_Air_Quality_Emissions_Modelling_Report.pdf:11: the River Tees to the north, around 6.5 km to the north-east of Middlesbrough and 5 km south-
R-2023-0227-CD-TV_ERF_Air_Quality_Emissions_Modelling_Report.pdf:52: mouth of the River Tees, with industrial and shipping sources contributing). As the maximum
R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf:30: occurs along the River Tees and represents 1.7% of the lower end of the
R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf:33: from the scheme covers the River Tees, parts of Seal Sands, North Gare
R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf:35: exceed 1% of the relevant critical level are along the River Tees (west of Seal
R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf:35: habitat along this stretch of the River Tees is limited, with the majority of the
R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf:35: exceed 1% of the relevant critical level are along the River Tees (west of Seal
R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf:35: habitat along this stretch of the River Tees is limited, with the majority of the
R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf:36: deposition contour covers the Tees Dock, the River Tees and the mudflats
R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf:39: River Tees.
R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf:39:7.40 HGVs associated with the operation of the ERF will not cross the River Tees
R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf:39: interest features of the SPA/Ramsar north of the River Tees.
R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf:40: the interest features of the SPA/Ramsar south of the River Tees. A narrow
R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf:44: A178 north of the River Tees. This is because the route across the River Tees
R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf:44: for in-combination effects from HGV traffic north of the River Tees. Traffic
R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf:50: the River Tees in the area directly around the Conoco Phillips Oil Refinery
R-2022-0951-CD-SEAH-ASA-XX-XX-XX-A-0007_(S0-P1)_Design Statement to Support Condition 31 - 28.10.22.PDF:3:boundary which interacts with the ‘hinterland’ and River Tees Quay.
171019South-Tees-Master-Plan-19-Nov-17.pdf:22:Cleveland, at the mouth of the River Tees, within the
171019South-Tees-Master-Plan-19-Nov-17.pdf:26:On the opposite side of the River Tees lies the North communities is seen as ideal for handling bulk cargoes,
171019South-Tees-Master-Plan-19-Nov-17.pdf:26:River Tees within the heart of the STDC area. It is a major
171019South-Tees-Master-Plan-19-Nov-17.pdf:27: 2.04.7 BOC the STDC area and which cross the River Tees,
171019South-Tees-Master-Plan-19-Nov-17.pdf:33:This area is owned by Tata Steel and is shaped by the passenger railway corridor, the physical constraint of a South Gare is an area of reclaimed land and breakwater at the mouth of the River Tees, constructed extensively
171019South-Tees-Master-Plan-19-Nov-17.pdf:38:Tees Valley’s transport routes link the advanced The STDC area benefits from national rail connectivity for passengers and freight, with direct rail links to the Located at the mouth of the River Tees, and
171019South-Tees-Master-Plan-19-Nov-17.pdf:42:Network Rail corridor that traverses the site and intra- 2.08.3.1 PD PORTS TEESPORT deepest water on the River Tees. Lying at the mouth of offers firm potential for increasing berthing capacity
171019South-Tees-Master-Plan-19-Nov-17.pdf:42:RBT. Although presently redundant following the closure port’s container terminal capacity to circa bulk or conventional cargoes respectively. The unloaders 2.08.3.4 RIVER TEES CHANNEL
171019South-Tees-Master-Plan-19-Nov-17.pdf:42:SSI assets at the Redcar, Lackenby and Grangetown mode working in unison, are capable of achieving area, the River Tees channel is maintained to depths
171019South-Tees-Master-Plan-19-Nov-17.pdf:45: • SEMBCORP – TPEP, Sembcorp Cor- Dabholme Gut before crossing the River Tees via Tunnel
171019South-Tees-Master-Plan-19-Nov-17.pdf:45: underground and above ground, sharing the same on either side of the River Tees. The Sembcorp corridor
171019South-Tees-Master-Plan-19-Nov-17.pdf:45: COGM branches off to various areas and still contains the River Tees near South Bank Wharf, via Tunnel No.1.
171019South-Tees-Master-Plan-19-Nov-17.pdf:50:The River Tees forms the north western boundary of the
171019South-Tees-Master-Plan-19-Nov-17.pdf:50:towards the River Tees, all of which have been
171019South-Tees-Master-Plan-19-Nov-17.pdf:50:watercourses that outfall into the River Tees directly
171019South-Tees-Master-Plan-19-Nov-17.pdf:52:area has considered tidal flooding along with fluvial the River Fleet channel would reduce risk, as would The risk in this area from surface water flooding is low. In The River Tees ‘main river’ forms the north-western
171019South-Tees-Master-Plan-19-Nov-17.pdf:52:Historically tidal Flooding from the River Tees has been STEEL HOUSE from the 1 in 100 surface water flood outline. In taking across the area which will provide an opportunity to
171019South-Tees-Master-Plan-19-Nov-17.pdf:52:the River Tees, from possible breaches in the dunes at Fleet discharge pipes provide a potential flood risk with the area should include increasing levels in the low-
171019South-Tees-Master-Plan-19-Nov-17.pdf:52:Coatham Sands and from Bran Sands lagoon. The main upstream storage required when the tidal valves are lying areas and ensuring the defences to River Tees are
171019South-Tees-Master-Plan-19-Nov-17.pdf:52:flooding. Ground levels in the area are considered to be will be considered to provide greater storage capacity River Tees frontage such as South Bank Wharf. Although
171019South-Tees-Master-Plan-19-Nov-17.pdf:52: View from the River Tees across the Redcar Site
171019South-Tees-Master-Plan-19-Nov-17.pdf:54:storage depot and more recently South Bank Coke Ovens demolished and infilled during the 1950’s, and then the River Tees. The bedrock beneath is the Mercia
171019South-Tees-Master-Plan-19-Nov-17.pdf:54:ongoing prior to discharge to the River Tees. The The Teardrop site was reclaimed in the 19th century from
171019South-Tees-Master-Plan-19-Nov-17.pdf:56:brownfield sites characterised by open mosaic habitats on on the River Tees. There is the potential for otter using
171019South-Tees-Master-Plan-19-Nov-17.pdf:60:including those to the north of the River Tees, which There are numerous sub-stations across the
171019South-Tees-Master-Plan-19-Nov-17.pdf:132:External to the STDC estate the area benefits from a A new strategic road crossing of the River Tees is planned While the STDC area has good rail connectivity, the As a national and European gateway, Durham Tees Valley
171019South-Tees-Master-Plan-19-Nov-17.pdf:152:overflow discharge into the River Tees. The stormwater to consider water capture and recycling as part of the