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EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:46: environmental management plan/ system, and/or appropriate drainage
EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:46: The FRA will be undertaken based on a surface water drainage strategy for the site
EN010103-001057-NZT DCO 6.4.1 ES Vol III Appendix 1A EIA Scoping Report Part 1.pdf:47: environmental management plan/ system, and/or appropriate drainage systems
EN010103-001063-NZT DCO 6.4.27 ES Vol III Appendix 12J GCN Report.pdf:20: Drainage ditch of
EN010103-002421-NZT DCO 9.42 - Comments on D9 Submissions & Additional Submissions - Oct 2022 (D11).pdf:3: SuDS Sustainable urban drainage systems
EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:67: • Temporary drainage system during construction/decommissioning to prevent
EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:67: formal drainage strategy. Water quality testing of any treated water prior to
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:20: 17.—(1) The undertaker may use any watercourse or any public sewer or drain for the drainage
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:20: (interpretation) of the Harbours Act 1964©, an internal drainage board, a joint planning
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:43: telecommunications connections, surface water drainage, security fencing and gates,
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:45: (a) surface water drainage systems, storm water attenuation systems including storage basins,
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:45: oil water separators, including works to existing drainage systems;
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:45: (b) electrical, gas, potable water supply, carbon dioxide, foul water drainage and
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:46: © surface water drainage.
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:50:Surface and foul water drainage
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:50:preliminary works, until details of the temporary surface and foul water drainage systems,
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:50:local flood authority, the relevant internal drainage board, Sembcorp and STDC, approved by the
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:50: (3) Details of the permanent surface and foul water drainage systems, including a programme
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:50:Agency and relevant internal drainage board, approved by the relevant planning authority prior to
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:51:separate schemes for the foul and surface water drainage systems.
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:54: (g) surface and foul water drainage measures that are in accordance with the surface and foul
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:54: water drainage scheme submitted under requirement 11(1); and
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:186: drainage works, as affect the apparatus.
EN010103-002528-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Nov 2022 (D12).pdf:43: 3.8.45. Requirement 11 (Surface and foul water drainage) - this is based on a model provision. It
EN010103-002528-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Nov 2022 (D12).pdf:43: preliminary works, until details of the temporary surface and foul water drainage systems
EN010103-002528-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Nov 2022 (D12).pdf:43: the relevant drainage authority, STDC and Sembcorp). The systems must be constructed
EN010103-002528-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Nov 2022 (D12).pdf:43: plans for the surface and foul water drainage, as the programmes for designing each may
EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:17: Discharge Type: Trade Discharges - Site Drainage
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:71: • Temporary drainage system during construction/decommissioning to prevent
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:71: by a formal drainage strategy. Water quality testing of any treated water prior to
EN010103-002551-NZT DCO 5.4 - DAS (Tracked) - Nov 2022 (D12).pdf:46: Drainage Plan. drainage works at the Site, including
EN010103-002551-NZT DCO 5.4 - DAS (Tracked) - Nov 2022 (D12).pdf:46: surface water drainage.
EN010103-002551-NZT DCO 5.4 - DAS (Tracked) - Nov 2022 (D12).pdf:67: 11 water drainage permanent surface and foul water drainage
EN010103-001868-NZT-ISH3-DCO-Agenda.pdf:4: o R11 Surface and foul water drainage;
EN010103-001998-NZT DCO 2.1c - Schedule of Changes to the DCO - August 2022(D5).pdf:3:water drainage), 16 (Construction
EN010103-002254-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Sept 2022(D8).pdf:43: 3.8.46. Requirement 11 (Surface and foul water drainage) - this is based on a model provision. It
EN010103-002254-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Sept 2022(D8).pdf:43: preliminary works, until details of the temporary surface and foul water drainage systems
EN010103-002254-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Sept 2022(D8).pdf:43: the relevant drainage authority, STDC and Sembcorp). The systems must be constructed
EN010103-002254-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Sept 2022(D8).pdf:44: plans for the surface and foul water drainage, as the programmes for designing each may
EN010103-002323-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Tracked Oct 2022 (D9).pdf:24: concerns with regards to foul drainage.
EN010103-002323-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Tracked Oct 2022 (D9).pdf:28: concerns with regards to foul drainage.
EN010103-001858-9.11 - Applicants' Comments on Deadline 2 Submissions - June 2022(D3).pdf:3: SuDS Sustainable urban drainage systems
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:28: broken down by rainfall, drainage and Nitrate Vulnerable Zones. The benefit of taking the
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:29:constructed wetlands, land use change or retrofitting of Sustainable Urban Drainage systems
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:36: Qu 3: Is there a change to the land use or drainage would be discharged (via treatment works) into
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:38:the installation of non-mains foul drainage systems in circumstances where connection to
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:38:Septic tank systems or package treatment plants that discharge to ground via a drainage
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:38:removed from the effluent as it percolates through the soil in the drainage field11. The risk of
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:39:Phosphorus is removed from the effluent within the drainage field through retention in the
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:39:drainage field to work effectively the drainage field needs to have acceptable year round
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:39:lower than the loading rate of the effluent into the drainage field then hydraulic failure can
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:39:construction standards for septic tanks, package treatment plants and drainage fields. In
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:39:relation to drainage fields they include the need for a percolation test, a method for how this
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:39:that the drainage field effectively removes pollutants. This is then used to calculate the size
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:39:of the drainage field required for the size of the household it will be serving.
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:39:Robertson et al (2019)8 found that the carbonate mineral content of the drainage field
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:39:sediments can also affect the P retention within the drainage fields and therefore the
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:39:The evidence has shown that it is the aerated drainage field sediments which provides a key
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:39:important that the drainage field is sited far enough away from any watercourse, ditch, drain
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:39:Slope also affects the way the drainage field functions, with steeper slopes having a higher
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:39:14 Building Regulations, Drainage and Waste disposal (2015), Document H, Section H2.
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:39:Phase 1 – Understanding better the retention of phosphorus in the drainage field. Natural England
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:40: a) The drainage field is more than 50m from the designated site boundary (or sensitive
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:40: b) The drainage field is more than 40m from any surface water feature e.g. ditch, drain,
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:40: c) The drainage field in an area with a slope no greater than 15%20, and;
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:40: d) The drainage field is in an area where the high water table groundwater depth is at
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:40: e) The drainage field will not be subject to significant flooding, e.g. it is not in flood zone
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:40: for example fissured geology, insufficient soil below the drainage pipes, known sewer
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:40:for each septic tank. So for two drainage field areas not to overlap they need to be at least 100m apart. A safety
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:40:factor of two is then applied to ensure that in the long term there will be the certainty that the effective drainage
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:41:drainage field or it is being remobilised. It can be assumed that phosphorus is being
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:41:cases). There will be further processes of dilution and attenuation between the drainage field
EN010103-001667-Natural England - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:42:an existing discharge to a drainage field, it will be important to consider whether the existing
EN010103-001764-NZT DCO 9.8 - Appendix PPL.1.3c - Teesworks Design Guide - June 2022.pdf:39:(e.g. Sustainable Urban Drainage or SUDs).
EN010103-001764-NZT DCO 9.8 - Appendix PPL.1.3c - Teesworks Design Guide - June 2022.pdf:39:A SUDs approach to drainage design combines a
EN010103-001764-NZT DCO 9.8 - Appendix PPL.1.3c - Teesworks Design Guide - June 2022.pdf:39:sequence of appropriate water drainage structures to
EN010103-001764-NZT DCO 9.8 - Appendix PPL.1.3c - Teesworks Design Guide - June 2022.pdf:39: Figure 23. Sustainable Urban Drainage Systems to be considered
EN010103-001764-NZT DCO 9.8 - Appendix PPL.1.3c - Teesworks Design Guide - June 2022.pdf:42: and brown roofs to contribute to sustainable drainage
EN010103-001764-NZT DCO 9.8 - Appendix PPL.1.3c - Teesworks Design Guide - June 2022.pdf:56: features, drainage channels and swails, planting, or
EN010103-001764-NZT DCO 9.8 - Appendix PPL.1.3c - Teesworks Design Guide - June 2022.pdf:69: water surges into the drainage system.
EN010103-001119-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 1.pdf:22: A small stand of species-poor marshy grassland is present on drainage
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:100: low, from groundwater medium, drainage Infrastructure low to medium and
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:100: water drainage and flood risk mitigation for the Proposed Development, including
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:111: surface and foul water drainage (taking account of flood risk mitigation).
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:132: drainage Infrastructure low to medium and artificial sources low. Section 9.10
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:132: water drainage and flood risk mitigation for the Proposed Development,
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:147: 2.22.2) that the construction of Requirement 11 ‘Surface and foul water drainage’ of the draft DCO secures
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:147: pipelines creates corridors of surface details of temporary surface water and drainage systems, including means of
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:147: inadequate or excessive drainage,
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:148: drainage systems to control run-off.
EN010103-002142-NZT DCO 4.8.2 - Electrical Connection Plans Sheet 2 August 2022 (D6).pdf:1: RAIL LINE & DRAINAGE DITCH) - Scale @ A1 Zone / Mileage
EN010103-001735-Redcar & Cleveland Borough Council - EN010103-001527-NZT-ExQ1-editable-version.pdf:26: the drainage strategy for the site (9.6.49)
EN010103-001853-8.3 - STDC SoCG (Clean) - June 2022(D3).pdf:35: drainage following requirements:
EN010103-002069-NZT DCO 8.5 - Environment Agency SoCG (Tracked) August 2-22 (D6).pdf:18: 11 (Surface and Foul Water Drainage) of the draft DCO (Document
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:22:9.3.35 The understanding of drainage arrangements assessed is based on BP
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:22: supplied data. The drainage strategy will be subject to further development, in
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:35:Dabholm Tees Dabholm Beck is a drainage Refer to the Dabholm Gut description
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:36:Channel Transitional drainage cut between the during the site visit, but aerial
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:38: related to drainage Infrastructure in the industrial areas, and many are
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:38: drainage channels are visible above ground and are typically of the order of
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:40: material to the sea from livestock, sewage and urban drainage via rivers and
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:50: drainage ditches.
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:51: Sandstone groundwater drainage ditches
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:52:site. A drainage quality. The ZoI for Tees
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:72: other liquid/chemical substances within existing drainage and other
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:73: existing drainage Infrastructure that may also contain liquid chemicals and
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:73: into waterbodies indirectly via existing drainage systems or overland. Due to
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:74: • GPP3: Use and design of oil separators in surface water drainage
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:75: • C609 (2004) Sustainable Drainage Systems, hydraulic, structural and
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:75: • A temporary drainage system will be developed to prevent runoff
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:76: before discharge to surface water drainage under appropriate consent
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:76: drainage, through maintenance of a clean and tidy site, provision of
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:77: water drainage or water body.
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:82: drainage Infrastructure has the potential to mobilise sediments e.g. soils
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:82: through existing drainage Infrastructure. However, implementation of best
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:83: drainage Infrastructure wcould discharge to Tees Bay through the existing
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:87: drainage system. Given this mitigation, any residual impact would be
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:88: drainage system. Given this mitigation, any residual impact would be
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:89: CEMP, temporary site drainage systems and spillage controls and response
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:91: Surface Water Drainage
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:91:9.7.98 A new surface water drainage network and management system will be
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:91: hardstanding. The connection corridors will not require drainage. As surface
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:91:9.7.100 The drainage strategy for the PCC will be defined in consultation with the
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:92: drainage system is to include the use of sustainable drainage systems
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:92:9.7.101 The key objectives of the site drainage system are to provide a drainage
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:92: firefighting effluent. Clean water, storm water and firewater drainage are
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:92: areas and use of rain shelters. Gravity drainage is also used wherever
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:92: chemical drainage and all chemical drainage and spills are to be contained
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:92: locally for off-site disposal. Drainage of small volumes from equipment for
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:92: Water (PCSW) drainage system, described later on in this section.
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:93: Open Drainage System
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:93: waste facility via vacuum truck. The open drainage system will be designed
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:93: • Power plant surface water drainage;
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:93: • Carbon plant area surface water drainage;
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:93: • Common utilities area surface water drainage;
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:93: • Surface water drainage; and
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:93:9.7.109 The maintenance required for SuDS and drainage networks will be based on
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:93: management of vegetated drainage systems (e.g. ponds) are described in
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:93: emptying. The drainage strategy should also outline the consequences for
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:93: the drainage system should the Proposed Development close or be
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:93: Amine Drainage Systems
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:94: Foul Water Drainage
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:94: Process Water Drainage
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:95: environment and property. As described above, all aspects of the drainage
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:96: the new drainage pipeline and outfall. Surface water runoff may therefore
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:97: frequency for maintaining drainage Infrastructure proposed on the Site. The
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:97: drainage system are outlined above under ‘Operation Phase Mitigation’.
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:97:9.7.129 Given that the Drainage Strategy will have to meet standards required by the
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:111: drainage system (including treatment and isolation potential), and that
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:122: CIRIA (2004). C609 Sustainable Drainage Systems, hydraulic, structural
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:144: Site Drainage Estuary
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:144: 1992 Site Drainage
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:145: Site Drainage Kettle Beck
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:167:Permitting requirements. Sustainable drainage systems will be installed following redevelopment which
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:189:as outfall details, pipe size and surface water drainage rates are still to be finalised. It is therefore
EN010103-002046-NZT DCO 2.2 - Explanatory Memorandum (Tracked) August 2022 (D6).pdf:43: 3.8.46. 3.8.48.Requirement 11 (Surface and foul water drainage) - this is based on a model
EN010103-002046-NZT DCO 2.2 - Explanatory Memorandum (Tracked) August 2022 (D6).pdf:43: drainage systems for that part, in accordance with the construction environmental
EN010103-002046-NZT DCO 2.2 - Explanatory Memorandum (Tracked) August 2022 (D6).pdf:44: lead local flood authority, the relevant drainage authority, STDC and Sembcorp). The
EN010103-002046-NZT DCO 2.2 - Explanatory Memorandum (Tracked) August 2022 (D6).pdf:44: plans for the surface and foul water drainage, as the programmes for designing each may
EN010103-002053-NZT DCO 5.4 - Design and Access Statement - Tracked - August 2022(D6).pdf:44: Drainage Plan. drainage works at the Site, including
EN010103-002053-NZT DCO 5.4 - Design and Access Statement - Tracked - August 2022(D6).pdf:44: surface water drainage.
EN010103-002053-NZT DCO 5.4 - Design and Access Statement - Tracked - August 2022(D6).pdf:64: 11 water drainage permanent surface and foul water drainage
EN010103-001211-NZT DCO 1.2 - Application Guide - Oct 2021 Rev.2.0.pdf:14: Drainage Plan
EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:25:infiltration drainage SuDS due to the potential to alter groundwater flow paths and
EN010103-001586-NZT DCO 8.4 - MMO SoCG - May 2022.pdf:17:Quality Foul Water Drainage) and Draft DCO Requirement 12 (Flood
EN010103-001795-NZT DCO 1.2 - Application Guide - June 2022.pdf:15: Drainage Plan Rev. 1.0
EN010103-002143-NZT DCO 4.8.3 - Electrical Connection Plans Sheet 3 August 2022 (D6).pdf:1: DRAINAGE DITCH) - HDD (NEW)
EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf:211: has a 50% interest in Surmont, a Steam-Assisted Gravity Drainage Rincón la Ceniza Block have confirmed the oil potential of those
EN010103-001652-Climate Emergency Policy and Planning - Written Representations.pdf:175: Drainage Systems (green Infrastructure and land-use
EN010103-001652-Climate Emergency Policy and Planning - Written Representations.pdf:276: identified? (including site drainage and run-off, process
EN010103-001652-Climate Emergency Policy and Planning - Written Representations.pdf:279: and drainage. N.B. not relevant if water environment will
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:3:The Land Drainage Act 1991, as amended
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:12: & Environmental Appraisal LA 113, Road drainage and the water
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:14: Environmental Appraisal LA 113 (Highways England, 2019b), Road drainage
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:35: surface water supplies, surface water run-off and drainage quantity and
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:37: surface water run-off and drainage quantity and quality, e.g. during bulk
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:37: drainage should be managed at the PCC Site during decommissioning and
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:56: Volume 4, Geotechnical and Drainage, Section 1, Earthworks. Birmingham:
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:56: LA 113, Road drainage and the water environment (formerly HD 45/09),
EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf:22: concerns with regards to foul drainage.
EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf:41:Sustainable drainage systems will be installed following redevelopment which will include surface water
EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf:49:Option 1 includes a large allowance for surface water drainage via gravity, with a discharge rate limited
EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf:63:as outfall details, pipe sizes and surface water drainage rates are still to be finalised. It is therefore
EN010103-002247-NZT DCO 9.35 - Applicants' Comments on Deadline 7 Submissions - Sept 2022(D8).pdf:3: SuDS Sustainable urban drainage systems
EN010103-001587-NZT DCO 8.5 - Environment Agency SoCG - May 2022.pdf:18: Drainage) of the draft DCO (Document Ref. 2.1 APP-005) are
EN010103-002460-DLA Piper UK LLP - Other- Protective provisions position statement requested by ExA 19.pdf:10: transports saturated brine and drainage water by pipelines that are
EN010103-002460-DLA Piper UK LLP - Other- Protective provisions position statement requested by ExA 19.pdf:10: Infrastructure, providing gas, electricity, water, steam, drainage, pipe
EN010103-002460-DLA Piper UK LLP - Other- Protective provisions position statement requested by ExA 19.pdf:22: the land above the cable REP-290, drainage and cropping REP-308,
EN010103-002460-DLA Piper UK LLP - Other- Protective provisions position statement requested by ExA 19.pdf:22: the effects on field drainage REP-393-397.
EN010103-002460-DLA Piper UK LLP - Other- Protective provisions position statement requested by ExA 19.pdf:22:4.3.36 In terms of access, security, noise, vibration and drainage the DCO
EN010103-002460-DLA Piper UK LLP - Other- Protective provisions position statement requested by ExA 19.pdf:22: construction method statements, drainage method statements, and
EN010103-002460-DLA Piper UK LLP - Other- Protective provisions position statement requested by ExA 19.pdf:26: includes a land use and agriculture element that addresses drainage
EN010103-002460-DLA Piper UK LLP - Other- Protective provisions position statement requested by ExA 19.pdf:55: (a) any damage to any drainage work so as to impair its efficiency for the purposes of flood
EN010103-001182-NZT EL (12).pdf:6: 4.13 - Surface Water Drainage Plan
EN010103-001182-NZT EL (12).pdf:34: 4.13 Rev 1 - Surface Water Drainage Plan
EN010103-001182-NZT EL (12).pdf:88: Deadline 12 Submission - 4.13 - Surface Water Drainage Plan -
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:14: A temporary drainage system will be developed to prevent runoff
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:15: isolated for treatment before discharge to surface water drainage
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:15: water drainage, through maintenance of a clean and tidy site,
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:18: surface water drainage or water body;
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:18: require Land Drainage Consent and may also require a Water
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:65: of any existing drainage will be noted.
EN010103-001060-NZT DCO 6.4.25 ES Vol III Appendix 12H Supplementary Habitat Information Report Coatham Sands Part 1.pdf:9: through boreholes). Also, the modification of current drainage
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:14: • A temporary drainage system will be developed to prevent runoff
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:15: isolated for treatment before discharge to surface water drainage
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:15: water drainage, through maintenance of a clean and tidy site,
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:18: surface water drainage or water body;
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:19: require Land Drainage Consent and may also require a Water
EN010103-001917-NZT DCO 1.2 - Application Guide - July 2022 (D4).pdf:16: Drainage Plan Rev. 1.0
EN010103-001239-South Tees Development Corporation - Relevant Representation to NZT DCO - 17.12.21.pdf:13: Environmental Management Plan (CEMP), drainage schemes and piling risk
EN010103-001239-South Tees Development Corporation - Relevant Representation to NZT DCO - 17.12.21.pdf:14: • Requirement no. 11: Surface and foul water drainage
EN010103-001226-211025- NZT - s56 Notice - Final_Redacted.pdf:3: elements, including surface water drainage systems; electrical, gas, water supply and
EN010103-001182-NZT EL (5).pdf:6: 4.13 - Surface Water Drainage Plan
EN010103-001182-NZT EL (5).pdf:34: 4.13 Rev 1 - Surface Water Drainage Plan
EN010103-001182-NZT EL (5).pdf:88: Deadline 12 Submission - 4.13 - Surface Water Drainage Plan -
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:23:9.3.35 The understanding of drainage arrangements assessed is based on BP
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:23: supplied data. The drainage strategy will be subject to further development, in
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:32:Dabholm Tees Dabholm Beck is a drainage Refer to the Dabholm Gut description
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:33:Channel Transitional drainage cut between the during the site visit, but aerial
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:35: related to drainage Infrastructure in the industrial areas, and many are
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:35: drainage channels are visible above ground and are typically of the order of
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:37: material to the sea from livestock, sewage and urban drainage via rivers and
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:45: drainage ditches.
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:46: Sandstone groundwater drainage ditches
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:46:site. A drainage quality. The ZoI for Tees
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:63: other liquid/chemical substances within existing drainage and other
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:63: existing drainage Infrastructure that may also contain liquid chemicals and
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:63: into waterbodies indirectly via existing drainage systems or overland. Due to
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:64: • GPP3: Use and design of oil separators in surface water drainage
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:65: • C609 (2004) Sustainable Drainage Systems, hydraulic, structural and
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:66: • A temporary drainage system will be developed to prevent runoff
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:66: treatment before discharge to surface water drainage under appropriate
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:66: drainage, through maintenance of a clean and tidy site, provision of
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:68: water drainage or water body.
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:71: drainage Infrastructure has the potential to mobilise sediments e.g. soils
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:71: through existing drainage Infrastructure. However, implementation of best
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:72: drainage Infrastructure would discharge to Tees Bay through the existing
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:76: drainage system. Given this mitigation, any residual impact would be
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:77: drainage system. Given this mitigation, any residual impact would be
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:77: CEMP, temporary site drainage systems and spillage controls and response
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:80: Surface Water Drainage
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:80:9.7.86 A new surface water drainage network and management system will be
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:80: hardstanding. The connection corridors will not require drainage. As surface
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:80:9.7.88 The drainage strategy for the PCC will be defined in consultation with the
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:80: drainage system is to include the use of sustainable drainage systems
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:80:9.7.89 The key objectives of the site drainage system are to provide a drainage
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:80: firefighting effluent. Clean water, storm water and firewater drainage are
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:80: areas and use of rain shelters. Gravity drainage is also used wherever
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:80: chemical drainage and all chemical drainage and spills are to be contained
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:80: locally for off-site disposal. Drainage of small volumes from equipment for
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:81: Water (PCSW) drainage system, described later on in this section.
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:81: Open Drainage System
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:81: waste facility via vacuum truck. The open drainage system will be designed
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:81: • Power plant surface water drainage;
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:82: • Carbon plant area surface water drainage;
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:82: • Common utilities area surface water drainage;
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:82: • Surface water drainage; and
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:82:9.7.97 The maintenance required for SuDS and drainage networks will be based on
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:82: management of vegetated drainage systems (e.g. ponds) are described in
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:82: emptying. The drainage strategy should also outline the consequences for
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:82: the drainage system should the Proposed Development close or be
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:82: Amine Drainage Systems
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:82: Foul Water Drainage
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:82: Process Water Drainage
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:83: environment and property. As described above, all aspects of the drainage
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:84: the new drainage pipeline and outfall. Surface water runoff may therefore
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:85: frequency for maintaining drainage Infrastructure proposed on the Site. The
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:85: drainage system are outlined above under ‘Operation Phase Mitigation’.
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:85:9.7.115 Given that the Drainage Strategy will have to meet standards required by the
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:92: drainage system (including treatment and isolation potential), and that
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:100: CIRIA (2004). C609 Sustainable Drainage Systems, hydraulic, structural
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:124: no surface drainage network to provide an inflow). We have considered the
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:146: Site Drainage Estuary
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:146: 1992 Site Drainage
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:147: Site Drainage Kettle Beck
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:183: remediation) and if these are to form part of the Design Guide and biodiversity and drainage Chapter 24:
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:183: noise; biodiversity; drainage and cumulative informed by ongoing discussions with key management plan’.
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:542:measures; surface and foul water drainage systems; water, electricity, gas and other utilities
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:546:measures; surface and foul water drainage systems; water, electricity, gas and other utilities
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:672:and drainage are substantially wider than required. The effect of Net Zero Teesside
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:681: • The opportunity to review draft strategies for both the temporary and final drainage schemes for
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:681: drainage, flooding or water quality across the wider Teesworks area;
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:686: will be minimised through the use of an appropriate drainage design using a discharge to Tees
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:686:6.4 We request the opportunity to review draft strategies for both the temporary and final drainage
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:686: would be no adverse effects in relation to drainage, flooding or water quality across the
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:837:measures; surface and foul water drainage systems; water, electricity, gas and other utilities
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:847:drainage systems; water, electricity, gas and other utilities TS10 5QW
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:848: Please Note: Any comments received, applications forms, measures; surface and foul water drainage systems; water, electricity, gas and other utilities connections;
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:849: measures; surface and foul water drainage systems; water, electricity, gas and other utilities connections;
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:851: 3.2 other associated development, including external lighting; fencing and boundary treatment; security measures; surface and foul water drainage systems; water, electricity, gas and other utilities
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:890:measures; surface and foul water drainage systems; water, electricity, gas and other utilities
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:1047:measures; surface and foul water drainage systems; water, electricity, gas and other utilities
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:1050:measures; surface and foul water drainage systems; water, electricity, gas and other utilities
EN010103-002238-NZT DCO 8.5 - SoCG - Environment Agency September (Tracked) 2022 (D8).pdf:18: 11 (Surface and Foul Water Drainage) of the draft DCO (Document
EN010103-001027-NZT DCO 6.4.10 ES Vol III Appendix 9B Background Water Quality.pdf:6: 2007 - Site Drainage Estuary
EN010103-001027-NZT DCO 6.4.10 ES Vol III Appendix 9B Background Water Quality.pdf:7: September - Site Drainage Estuary
EN010103-001027-NZT DCO 6.4.10 ES Vol III Appendix 9B Background Water Quality.pdf:7: 2007 - Site Drainage Kettle Beck
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:6: drainage will also be discussed with each landowner. Such measures will
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:10: testing the pipe integrity, re-instating land drainage, backfilling subsoil,
EN010103-002255-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Sept 2022(D8).pdf:43: 3.8.46. Requirement 11 (Surface and foul water drainage) - this is based on a model provision. It
EN010103-002255-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Sept 2022(D8).pdf:43: preliminary works, until details of the temporary surface and foul water drainage systems
EN010103-002255-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Sept 2022(D8).pdf:44: the relevant drainage authority, STDC and Sembcorp). The systems must be constructed
EN010103-002255-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Sept 2022(D8).pdf:44: plans for the surface and foul water drainage, as the programmes for designing each may
EN010103-002326-NZT DCO 9.40 - Applicants' Response to SWQ CA.2.19 Oct 2022 (D9).pdf:3: SuDS Sustainable urban drainage systems
EN010103-002286-NZT DCO 8.3 - STDC SoCG (Tracked) - Sept 2022(D8).pdf:34: water drainage
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:126: unnamed track, drainage Middlesbrough Wilton International
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:133: shrubbery, drainage channel, Wilton International Sembcorp UK Headquarters
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:1296: track, drainage channel, apparatus east A178, 43 Church Street West
EN010103-001890-NZT DCO 3.1 - Book of Reference (Clean) July 2022 (D4).pdf:1300: grassland, shrubbery, drainage channel, The Akzonobel Building
EN010103-002550-NZT DCO 5.4 - DAS (Clean) - Nov 2022 (D12).pdf:41: Drainage Plan. drainage works at the Site, including
EN010103-002550-NZT DCO 5.4 - DAS (Clean) - Nov 2022 (D12).pdf:41: surface water drainage.
EN010103-002550-NZT DCO 5.4 - DAS (Clean) - Nov 2022 (D12).pdf:60: 11 water drainage permanent surface and foul water drainage
EN010103-001683-Marine Management Organisation - Responses to the ExA’s ExQ1.pdf:27: maintenance of Sustainable Drainage Systems and surface water features proposed.
EN010103-001683-Marine Management Organisation - Responses to the ExA’s ExQ1.pdf:31:BIO.1.51 Applicants The ExA notes that the drainage system for the operational phase of the Proposed
EN010103-001683-Marine Management Organisation - Responses to the ExA’s ExQ1.pdf:31: The Applicants are requested to explain why it is confident that an adequate drainage system
EN010103-001683-Marine Management Organisation - Responses to the ExA’s ExQ1.pdf:74: watercourse, public sewer or drain for the drainage of water in connection with the carrying out
EN010103-002249-NZT DCO 9.37 - Justification of Corridor Widths - Sept 2022(D8).pdf:3: SuDS Sustainable urban drainage systems
EN010103-002285-NZT DCO 8.3 - STDC SoCG (Clean) - Sept 2022(D8).pdf:34: water drainage
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:128: unnamed track, drainage Middlesbrough Wilton International
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:135: shrubbery, drainage channel, Wilton International Sembcorp UK Headquarters
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:1329: track, drainage channel, apparatus east A178, 10 Priestley Road43 Church Street West
EN010103-001891-NZT DCO 3.1 - Book of Reference (Tracked) July 2022 (D4).pdf:1333: grassland, shrubbery, drainage channel, The Akzonobel Building
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:8: include details of how surface water drainage should
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:12: storage areas for any hazardous or polluting materials 11: Surface and foul water drainage requirement
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:18:Resources runoff will be discharged to an attenuation pond prior 11: Surface and foul water drainage
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:19: existing waterbody, arising from construction activities 11: Surface and foul water drainage
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:19:ES Chapters 9 - Surface Water, Flood Risk and Water A temporary drainage system will be developed during DCO Schedule 2 (Document Ref. 2.1): Requirement
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:19:Resources, 14 - Marine Ecology and Nature construction to prevent runoff contaminated with fine 11: Surface and foul water drainage
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:19: ground is sloping, subject to on- site risk assessment 11: Surface and foul water drainage
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:20: discharge to surface water drainage under appropriate 11: Surface and foul water drainage
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:20:Resources entering surface water drainage, through maintenance 16: Construction environmental management plan
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:20: waste receptacles, grid covers and the presence of 11: Surface and foul water drainage requirement
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:21:Resources, ES Appendices 5A - Framework CEMP, entering any surface water drainage or water body. 11: Surface and foul water drainage
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:22:Resources geotextile wrapped sealed skip, container or earth 11: Surface and foul water drainage
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:22:Resources, ES Appendix 9C - WFD Assessment appropriately managed, and all foul waste disposed of 11: Surface and foul water drainage
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:23:ES Chapter 9 - Surface Water, Flood Risk and Water A drainage philosophy will be produced which will DCO Schedule 2 (Document Ref. 2.1): Requirement
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:23:Resources describe the routes for drains within the power plant, 11: Surface and foul water drainage
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:23: assessment. The proposed drainage system is to
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:23: include the use of sustainable drainage systems
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:23:Resources, 13 - Aquatic Ecology Storage Area Surface Water Drainage – the 11: Surface and foul water drainage
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:23:Resources site via the existing or new surface water outfall to the 11: Surface and foul water drainage
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:23: system will not be used to collect any drainage from Regulations 2016 (as amended)
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:23:Resources contamination with hydrocarbons and chemicals shall 11: Surface and foul water drainage
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:24:ES Chapter 9 - Surface Water, Flood Risk and Water Capture Plant Area Surface Water Drainage - The DCO Schedule 2 (Document Ref. 2.1): Requirement
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:24:Resources Capture Plant area shall be paved and kerbed/bunded 11: Surface and foul water drainage
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:25:Resources overflow weir and an inlet channel flow diversion valve 11: Surface and foul water drainage
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:25:Resources administration and control building, workshop and 11: Surface and foul water drainage
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:25:Resources, 13 - Aquatic Ecology, 14 – Marine Ecology will be prepared by the operator. The maintenance 11: Surface and foul water drainage
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:25:Resources, ES Appendix 9C -WFD Assessment sampling of process water prior to discharge. The 11: Surface and foul water drainage
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:26:ES Chapter 9 - Surface Water, Flood Risk and Water The Drainage Philosophy will require provisions for DCO Schedule 2 (Document Ref. 2.1): Requirement
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:26:Resources dealing with any chemical spillages and firewater. An 11: Surface and foul water drainage
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:28:Resources Development will be appropriately sized to 11: Surface and foul water drainage
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:28: flows will be accommodated in the design of drainage
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:38: drainage, and then backfilling subsoil, reinstating
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:50: accommodated in the design of drainage Infrastructure 11: Surface and foul water drainage
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:50: water drainage system).
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:50: detail measures to maintain Site drainage systems.
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:84: Land Drainage Consent and may also require a Water 16: Construction Environmental Management Plan
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:85:ES Appendix 9A - FRA In order to reduce the risks of drainage failure, DCO Schedule 2 (Document Ref. 2.1): Requirement
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:85: maintenance of the drainage system will be 12: Flood Risk Mitigation
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:85: prepared detailing each drainage feature on site, the
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:86: water drainage network.
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:24: concerns with regards to foul drainage.
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:28: concerns with regards to foul drainage.
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:52:Sustainable drainage systems will be installed following redevelopment which will include surface water
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:60:Option 1 includes a large allowance for surface water drainage via gravity, with a discharge rate limited
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:74:as outfall details, pipe sizes and surface water drainage rates are still to be finalised. It is therefore
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:204:Permitting requirements. Sustainable drainage systems will be installed following redevelopment which
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:226:as outfall details, pipe size and surface water drainage rates are still to be finalised. It is therefore
EN010103-001715-South Tees Development Corporation - Responses to comments on Relevant Representations.pdf:38: Environmental Management Plan (CEMP), drainage schemes and
EN010103-001715-South Tees Development Corporation - Responses to comments on Relevant Representations.pdf:39: Requirement no. 11: Surface and foul water drainage
EN010103-002641-NZT DCO 8.37 - SoCG - North Sea Midstream Partners - Final - Nov 2022 (D13).pdf:6: drainage, utilities and pipelines, which NSMP consider are critical to the
EN010103-002042-DLA Piper UK LLP - Responses to the ExA’s ExQ2.pdf:20: R11(3) – permanent drainage systems
EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:20: 17.—(1) The undertaker may use any watercourse or any public sewer or drain for the drainage
EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:20: (interpretation) of the Harbours Act 1964©, an internal drainage board, a joint planning
EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:42: telecommunications connections, surface water drainage, security fencing and gates,
EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:44: (a) surface water drainage systems, storm water attenuation systems including storage basins,
EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:44: oil water separators, including works to existing drainage systems;
EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:44: (b) electrical, gas, potable water supply, carbon dioxide, foul water drainage and
EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:45: © surface water drainage.
EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:49:Surface and foul water drainage
EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:49:preliminary works, until details of the temporary surface and foul water drainage systems,
EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:49:local flood authority, the relevant internal drainage board, Sembcorp and STDC, approved by the
EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:49: (3) Details of the permanent surface and foul water drainage systems, including a programme
EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:49:Agency and relevant internal drainage board, approved by the relevant planning authority prior to
EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:50:separate schemes for the foul and surface water drainage systems.
EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:53: (g) surface and foul water drainage measures that are in accordance with the surface and foul
EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:53: water drainage scheme submitted under requirement 11(1); and
EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:184: drainage works, as affect the apparatus.
EN010103-002237-NZT DCO 8.5 - SoCG - Environment Agency September (Clean) 2022 (D8).pdf:17: Drainage) of the draft DCO (Document Ref. 2.1 REP6-002) are
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:63: environmental regulatory regimes, including those on land drainage, water
EN010103-002071-NZT DCO 8.37 - SoCG - North Sea Midstream Partners Deadline 6 Submission.pdf:6: but not limited to rights of access and emergency access, drainage, utilities
EN010103-001182-NZT EL (6).pdf:6: 4.13 - Surface Water Drainage Plan
EN010103-001182-NZT EL (6).pdf:34: 4.13 Rev 1 - Surface Water Drainage Plan
EN010103-001182-NZT EL (6).pdf:88: Deadline 12 Submission - 4.13 - Surface Water Drainage Plan -
EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf:3: SuDS Sustainable urban drainage systems
EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf:11: (g) surface and foul water drainage measures that are in accordance with the surface and
EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf:11:foul water drainage scheme submitted under requirement 11(1); and
EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf:98: drainage and foul water (Co14) and the supply of sediment and contaminants
EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf:98: Onshore Infrastructure Drainage Strategy, which is secured under Co19 in
EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf:99: ERYC On 10 May 2022 the Environment appropriate allowances to be applied within the drainage design. Paragraph
EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf:99: guidance entitled Flood Risk guidance which requires the drainage design to accommodate a 30% increase
EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf:99: Allowances. This guidance has Paragraph 3.2.3.5 of F2.6 Outline Onshore Infrastructure Drainage Strategy
EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf:99: in relation to the Proposed impact it may have on the drainage design parameters set out above. Peak
EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf:99: Assessment (APP-098) and F2.6 Outline Onshore Infrastructure Drainage
EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf:99: guidance does not alter the conclusions of these documents and the drainage
EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf:99: drainage design, in accordance with the current ERYC and Environment Agency
EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf:188: 3 Location: A1079 northbound, scheme extents. Sufficient drainage features should be provided to Accepted. The drainage requirements to be considered
EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf:188: Summary: Ponding of surface water could lead to the ponding. Provide details of any proposed drainage
EN010103-002642-NZT DCO 9.50 - Applicants' Comments on D12 Submissons - Nov 2022 (D13).pdf:3: SuDS Sustainable urban drainage systems
EN010103-002510-NZT DCO 8.3 - STDC SoCG (Clean) - Nov 2022 (D12).pdf:34: water drainage
EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf:19: permit, land drainage consent, hazardous substance consent (if necessary)
EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf:29: o surface water drainage systems, storm water attenuation systems
EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf:29: existing drainage systems;
EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf:29: drainage and telecommunications Infrastructure connections and
EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf:84: • Land drainage consent;
EN010103-001544-Stockton Borough Council - Local Impact Reports (LIRs) from Local Authorities.pdf:4: an appropriate surface water and foul drainage network utilising, where practicable, a
EN010103-001544-Stockton Borough Council - Local Impact Reports (LIRs) from Local Authorities.pdf:4: Sustainable Urban Drainage System.
EN010103-001544-Stockton Borough Council - Local Impact Reports (LIRs) from Local Authorities.pdf:5: design and implementing sustainable drainage (SuDS) principles.
EN010103-001544-Stockton Borough Council - Local Impact Reports (LIRs) from Local Authorities.pdf:5: c. Appropriate surface water drainage mitigation measures are incorporated and
EN010103-001544-Stockton Borough Council - Local Impact Reports (LIRs) from Local Authorities.pdf:5: Sustainable Drainage Systems (SuDS) are prioritised; and
EN010103-001544-Stockton Borough Council - Local Impact Reports (LIRs) from Local Authorities.pdf:5: Drainage (2015) or successor document.
EN010103-001544-Stockton Borough Council - Local Impact Reports (LIRs) from Local Authorities.pdf:5: 8. Within critical drainage areas or other areas identified as having particular flood risk
EN010103-001544-Stockton Borough Council - Local Impact Reports (LIRs) from Local Authorities.pdf:5: 9. Sustainable Drainage Systems (SuDS) should be provided on major development
EN010103-001197-NZT DCO 6.2.4 - ES Vol I Chapter 4 - Oct 2021.pdf:24: surface water drainage arrangement will also be used to secure additional
EN010103-001197-NZT DCO 6.2.4 - ES Vol I Chapter 4 - Oct 2021.pdf:25: mitigated or managed. This will include details of how surface water drainage
EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:65: Temporary drainage system during construction/decommissioning to prevent
EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:65: formal drainage strategy. Water quality testing of any treated water prior to
EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf:18: drainage consent, hazardous substance consent (if necessary) and a
EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf:28: o surface water drainage systems, storm water attenuation systems
EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf:28: drainage systems;
EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf:28: o electrical, gas, potable water supply, carbon dioxide, foul water drainage
EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf:81: • Land drainage consent;
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:29:4.3.12 n/a Drainage The ES should describe the drainage arrangements for both the
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:90:FLOOD RISK, DRAINAGE & CONTAMINATED LAND
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:90:The Council’s Engineering section has confirmed that drainage and contamination
EN010103-002000-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Tracked.pdf:43: 3.8.48. Requirement 11 (Surface and foul water drainage) - this is based on a model provision. It
EN010103-002000-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Tracked.pdf:43: preliminary works, until details of the temporary surface and foul water drainage systems
EN010103-002000-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Tracked.pdf:43: and , the relevant drainage authority, STDC and Sembcorp). The systems must be
EN010103-002000-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Tracked.pdf:43: plans for the surface and foul water drainage, as the programmes for designing each may
EN010103-000813-NZT DCO 1.2 - Application Guide.pdf:14: 4.13 Indicative Surface Water Drainage Plan APFP Reg. 5(2)(o)
EN010103-001913-NZT DCO 9.18 - Further information to Historic Environment Questions July 2022 (D4).pdf:3: SuDS Sustainable urban drainage systems
EN010103-002433-Shepherd and Wedderburn LLP on behalf of Teesside Gas & Liquids Processing and Teesside Gas Processing Plant Limited - Other- Affected Persons - CPO Land.pdf:8: services (including surface water drainage) and all rights relating to the NSMP pipes in
EN010103-000881-NZT DCO 4.13 Surface Water Drainage Plan.pdf:1: SURFACE WATER DRAINAGE COLLECTION
EN010103-000881-NZT DCO 4.13 Surface Water Drainage Plan.pdf:1: SURFACE WATER DRAINAGE COLLECTION IN
EN010103-000881-NZT DCO 4.13 Surface Water Drainage Plan.pdf:1: DRAINAGE PLAN
EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.pdf:36:1309 Monument COWPEN MARSH A shell midden identified within a drainage cut. Tentatively dated to the Bronze Age. Prehistoric
EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.pdf:54:4806 Monument SIR WILLIAM TURNERS During drainage works in March 2001 on the north side of Sir William Turners hospital, excavations 18th century
EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.pdf:55:4811 Find Spot WILTON A medieval ring mount was discovered whilst digging a drainage ditch at St. Cuthbert's Church, Wilton Early Medieval
EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.pdf:62:5716 Monument THE MILL RACE O.S. 1857 map shows what is probably a drainage channel running north from mains dike 19th century
EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.pdf:62: O.S. 1895 shows ‘The Mill Race’ may still survive, shown as a drainage channel or ditch on modern
EN010103-001024-NZT DCO 6.4.9 ES Vol III Appendix 9A Flood Risk Assessment Part 1.pdf:78:water runoff according to sustainable drainage principles.
EN010103-001024-NZT DCO 6.4.9 ES Vol III Appendix 9A Flood Risk Assessment Part 1.pdf:79: designated critical drainage areas (CDAs);
EN010103-001024-NZT DCO 6.4.9 ES Vol III Appendix 9A Flood Risk Assessment Part 1.pdf:84:Critical drainage areas
EN010103-001024-NZT DCO 6.4.9 ES Vol III Appendix 9A Flood Risk Assessment Part 1.pdf:84:https://data.gov.uk/dataset/areas-with-critical-drainage-problems
EN010103-001469-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Apr 2022.pdf:52:3.8.493.8.48 Requirement 11 (Surface and foul water drainage) - this is based on a model
EN010103-001469-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Apr 2022.pdf:52: foul water drainage systems for that part, in accordance with the construction
EN010103-001469-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Apr 2022.pdf:52: with Environment Agency, the lead local flood authority and the relevant drainage
EN010103-001469-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Apr 2022.pdf:52: undertaker can submit separate plans for the surface and foul water drainage, as the
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:21: 17.—(1) The undertaker may use any watercourse or any public sewer or drain for the drainage
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:21: (interpretation) of the Harbours Act 1964©, an internal drainage board, a joint planning
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:43: telecommunications connections, surface water drainage, security fencing and gates,
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:44: (a) surface water drainage systems, storm water attenuation systems including storage basins,
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:44: oil water separators, including works to existing drainage systems;
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:45: (b) electrical, gas, potable water supply, carbon dioxide, foul water drainage and
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:46: © surface water drainage; and
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:50:Surface and foul water drainage
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:50:preliminary works, until details of the temporary surface and foul water drainage systems,
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:50:local flood authority, the relevant internal drainage board, Sembcorp and STDC, approved by the
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:51: (3) Details of the permanent surface and foul water drainage systems, including a programme
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:51:Agency, relevant internal drainage board and Sembcorp, approved by the relevant planning
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:51:separate schemes for the foul and surface water drainage systems.
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:54: (g) surface and foul water drainage measures that are in accordance with the surface and foul
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:54: water drainage scheme submitted under requirement 11(1);
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:229: drainage works, as affect the apparatus.
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:238: access, utilities, services (including surface water drainage) and all rights relating to the
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:239: surface water drainage) and all rights relating to the NSMP pipelines;
EN010103-000825-NZT DCO 3.3 - Funding Statement - Appendix 2.pdf:310: drainage (SAGD) technology is utilized in our existing oil sands operations,
EN010103-002235-NZT DCO 8.4 - MMO SoCG (Clean) - Sept 2022(D8).pdf:17: Quality Foul Water Drainage) and Draft DCO Requirement 12 (Flood
EN010103-001990-NZT DCO 9.22 - Written Summary of ISH3 - August 2022(D5).pdf:16: o R11 Surface and foul water drainage; Requirement 3: Detailed design
EN010103-002644-NZT DCO 9.52 - End of Examination Negotiation Status - Nov 2022 (D13).pdf:3: SuDS Sustainable urban drainage systems
EN010103-000889-NZT DCO 6.4.28 ES Vol III Appendix 13A Aquatic Ecology Supplementary Desk Study and Field Survey Report.pdf:19: drainage ditches.
EN010103-002739-Applicant NZT DCO 3.1 - Book of Reference (Tracked) - March 2023.pdf:125: unnamed track, drainage Middlesbrough Wilton International
EN010103-002739-Applicant NZT DCO 3.1 - Book of Reference (Tracked) - March 2023.pdf:131: shrubbery, drainage channel, Wilton International Sembcorp UK Headquarters
EN010103-002739-Applicant NZT DCO 3.1 - Book of Reference (Tracked) - March 2023.pdf:1193: track, drainage channel, apparatus east A178, 43 Church Street West
EN010103-002739-Applicant NZT DCO 3.1 - Book of Reference (Tracked) - March 2023.pdf:1197: grassland, shrubbery, drainage channel, The Akzonobel Building
EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:67: • Temporary drainage system during construction/decommissioning to prevent
EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:67: formal drainage strategy. Water quality testing of any treated water prior to
EN010103-001182-NZT EL.pdf:6: 4.13 - Surface Water Drainage Plan
EN010103-001182-NZT EL.pdf:34: 4.13 Rev 1 - Surface Water Drainage Plan
EN010103-001182-NZT EL.pdf:88: Deadline 12 Submission - 4.13 - Surface Water Drainage Plan -
EN010103-001994-NZT DCO 9.26 - Riparian Mammal Report - August 2022(D5).pdf:3: SuDS Sustainable urban drainage systems
EN010103-001994-NZT DCO 9.26 - Riparian Mammal Report - August 2022(D5).pdf:18: watercourse is a small drainage ditch with little to no flow. The wetted channel was
EN010103-001994-NZT DCO 9.26 - Riparian Mammal Report - August 2022(D5).pdf:21:6.1.23 A drainage ditch and its associated small tributaries coincide with the Proposed
EN010103-001994-NZT DCO 9.26 - Riparian Mammal Report - August 2022(D5).pdf:21:6.1.25 Further along its course to the east, it merges with two other minor drainage ditches
EN010103-000013-EN010103_Scoping Opinion.pdf:28:4.3.12 n/a Drainage The ES should describe the drainage arrangements for both the
EN010103-000013-EN010103_Scoping Opinion.pdf:89:FLOOD RISK, DRAINAGE & CONTAMINATED LAND
EN010103-000013-EN010103_Scoping Opinion.pdf:89:The Council’s Engineering section has confirmed that drainage and contamination
EN010103-000013-EN010103_Scoping Opinion.pdf:143:The LLFA would expect the applicant to submit a Surface Water Drainage Strategy and Construction
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:17: operate the Project. These include an environmental permit, land drainage consent,
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:27: o surface water drainage systems, storm water attenuation systems including storage
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:27: basins, oil water separators, including works to existing drainage systems;
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:27: o electrical, gas, potable water supply, carbon dioxide, foul water drainage and
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:78: • Land drainage consent;
EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:68: • Temporary drainage system during construction/decommissioning to prevent
EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:68: formal drainage strategy. Water quality testing of any treated water prior to
EN010103-001727-DLA Piper UK LLP - Written Representations (WRs), including summaries of all WRs exceeding 1500 words 1.pdf:5: Infrastructure, providing gas, electricity, water, steam, drainage, pipe and road connectivity, moving
EN010103-001727-DLA Piper UK LLP - Written Representations (WRs), including summaries of all WRs exceeding 1500 words 1.pdf:39: Infrastructure, providing gas, electricity, water, steam, drainage, pipe and road connectivity, moving
EN010103-001995-NZT DCO 1.2 - Application Guide - August 2022(D5).pdf:16: Drainage Plan Rev. 1.0
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:9: include details of how surface water drainage should
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:12: storage areas for any hazardous or polluting materials 11: Surface and foul water drainage requirement
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:18:Resources runoff will be discharged to an attenuation pond prior 11: Surface and foul water drainage
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:19: existing waterbody, arising from construction activities 11: Surface and foul water drainage
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:19:ES Chapters 9 - Surface Water, Flood Risk and Water A temporary drainage system will be developed during DCO Schedule 2 (Document Ref. 2.1): Requirement
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:19:Resources, 14 - Marine Ecology and Nature construction to prevent runoff contaminated with fine 11: Surface and foul water drainage
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:20: ground is sloping, subject to on- site risk assessment 11: Surface and foul water drainage
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:20: discharge to surface water drainage under appropriate 11: Surface and foul water drainage
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:20:Resources entering surface water drainage, through maintenance 16: Construction environmental management plan
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:20: waste receptacles, grid covers and the presence of 11: Surface and foul water drainage requirement
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:22:Resources, ES Appendices 5A - Framework CEMP, entering any surface water drainage or water body. 11: Surface and foul water drainage
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:22:Resources geotextile wrapped sealed skip, container or earth 11: Surface and foul water drainage
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:22:Resources, ES Appendix 9C - WFD Assessment appropriately managed, and all foul waste disposed of 11: Surface and foul water drainage
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:23:ES Chapter 9 - Surface Water, Flood Risk and Water A drainage philosophy will be produced which will DCO Schedule 2 (Document Ref. 2.1): Requirement
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:23:Resources describe the routes for drains within the power plant, 11: Surface and foul water drainage
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:23: proposed drainage system is to include the use of
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:23: sustainable drainage systems (SuDS) to provide
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:24:Resources, 13 - Aquatic Ecology Storage Area Surface Water Drainage – the 11: Surface and foul water drainage
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:24:Resources site via the existing or new surface water outfall to the 11: Surface and foul water drainage
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:24: system will not be used to collect any drainage from Regulations 2016 (as amended)
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:24:Resources contamination with hydrocarbons and chemicals shall 11: Surface and foul water drainage
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:25:ES Chapter 9 - Surface Water, Flood Risk and Water Capture Plant Area Surface Water Drainage - The DCO Schedule 2 (Document Ref. 2.1): Requirement
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:25:Resources Capture Plant area shall be paved and kerbed/bunded 11: Surface and foul water drainage
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:25:Resources overflow weir and an inlet channel flow diversion valve 11: Surface and foul water drainage
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:25:Resources administration and control building, workshop and 11: Surface and foul water drainage
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:26:Resources, 13 - Aquatic Ecology, 14 – Marine Ecology will be prepared by the operator. The maintenance 11: Surface and foul water drainage
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:26:Resources, ES Appendix 9C -WFD Assessment sampling of process water prior to discharge. The 11: Surface and foul water drainage
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:26:ES Chapter 9 - Surface Water, Flood Risk and Water The Drainage Philosophy will require provisions for DCO Schedule 2 (Document Ref. 2.1): Requirement
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:26:Resources dealing with any chemical spillages and firewater. An 11: Surface and foul water drainage
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:28:Resources Development will be appropriately sized to 11: Surface and foul water drainage
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:28: flows will be accommodated in the design of drainage
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:38: drainage, and then backfilling subsoil, reinstating
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:50: accommodated in the design of drainage Infrastructure 11: Surface and foul water drainage
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:50: water drainage system).
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:51: detail measures to maintain Site drainage systems.
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:84: Land Drainage Consent and may also require a Water 16: Construction Environmental Management Plan
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:85:ES Appendix 9A - FRA In order to reduce the risks of drainage failure, DCO Schedule 2 (Document Ref. 2.1): Requirement
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:85: maintenance of the drainage system will be 12: Flood Risk Mitigation
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:85: prepared detailing each drainage feature on site, the
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:86: water drainage network.
EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf:19: drainage consent, hazardous substance consent (if necessary) and a
EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf:29: o surface water drainage systems, storm water attenuation systems
EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf:29: existing drainage systems;
EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf:29: drainage and telecommunications Infrastructure connections and
EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf:82: • Land drainage consent;
EN010103-000898-NZT DCO 6.2.12 ES Vol I Chapter 12 Terrestrial Ecology.pdf:37: environmental regulatory regimes, including those on land drainage, water
EN010103-000898-NZT DCO 6.2.12 ES Vol I Chapter 12 Terrestrial Ecology.pdf:42: stringing), laying pipe in the trench, re-instating drainage, and then backfilling
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:18: 17.—(1) The undertaker may use any watercourse or any public sewer or drain for the drainage
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:18: of the Harbours Act 1964©, an internal drainage board, a joint planning board, a local
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:37: telecommunications connections, surface water drainage, security fencing and gates,
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:38: (a) surface water drainage systems, storm water attenuation systems including storage basins,
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:38: oil water separators, including works to existing drainage systems;
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:39: (b) electrical, gas, potable water supply, carbon dioxide, foul water drainage and
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:40: © surface water drainage.
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:44:Surface and foul water drainage
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:44:preliminary works, until details of the temporary surface and foul water drainage systems, including
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:44:the relevant internal drainage board and STDC, approved by the relevant planning authority.
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:44: (3) Details of the permanent surface and foul water drainage systems, including a programme for
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:44:and relevant internal drainage board, approved by the relevant planning authority prior to the start
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:44:separate schemes for the foul and surface water drainage systems.
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:47: (g) surface and foul water drainage measures that are in accordance with the surface and foul
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:47: water drainage scheme submitted under requirement 11(1); and
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:182: drainage works, as affect the apparatus.
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:20: 17.—(1) The undertaker may use any watercourse or any public sewer or drain for the drainage
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:20: (interpretation) of the Harbours Act 1964©, an internal drainage board, a joint planning
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:42: telecommunications connections, surface water drainage, security fencing and gates,
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:44: (a) surface water drainage systems, storm water attenuation systems including storage basins,
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:44: oil water separators, including works to existing drainage systems;
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:44: (b) electrical, gas, potable water supply, carbon dioxide, foul water drainage and
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:45: © surface water drainage; and
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:49:Surface and foul water drainage
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:49:preliminary works, until details of the temporary surface and foul water drainage systems,
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:50:local flood authority, the relevant internal drainage board, Sembcorp and STDC, approved by the
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:50: (3) Details of the permanent surface and foul water drainage systems, including a programme
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:50:Agency, relevant internal drainage board and Sembcorp, approved by the relevant planning
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:50:separate schemes for the foul and surface water drainage systems.
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:53: (g) surface and foul water drainage measures that are in accordance with the surface and foul
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:53: water drainage scheme submitted under requirement 11(1);
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:194: drainage works, as affect the apparatus.
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:202: access, utilities, services (including surface water drainage) and all rights relating to the
EN010103-001914-NZT DCO 9.19 - Further Response to Written Question GEN.1.37 - July 2022 (D4).pdf:3: SuDS Sustainable urban drainage systems
EN010103-001468-NZT DCO 5.4 - Design and Access Statement - Tracked - Apr 2022.pdf:44: Drainage Plan. drainage works at the Site, including
EN010103-001468-NZT DCO 5.4 - Design and Access Statement - Tracked - Apr 2022.pdf:44: surface water drainage.
EN010103-001468-NZT DCO 5.4 - Design and Access Statement - Tracked - Apr 2022.pdf:64: 11 water drainage permanent surface and foul water drainage
EN010103-001474-NZT DCO 1.2 - Application Guide - Apr 2022.pdf:14: Drainage Plan Rev. 1.0
EN010103-002052-NZT DCO 5.4 - Design and Access Statement - Clean - August 2022(D6).pdf:43: Drainage Plan. drainage works at the Site, including
EN010103-002052-NZT DCO 5.4 - Design and Access Statement - Clean - August 2022(D6).pdf:43: surface water drainage.
EN010103-002052-NZT DCO 5.4 - Design and Access Statement - Clean - August 2022(D6).pdf:62: 11 water drainage permanent surface and foul water drainage
EN010103-001848-1.2 - Application Guide - June 2022(D3).pdf:16: Drainage Plan Rev. 1.0
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:20: 17.—(1) The undertaker may use any watercourse or any public sewer or drain for the drainage
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:20: of the Harbours Act 1964©, an internal drainage board, a joint planning board, a local
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:42: telecommunications connections, surface water drainage, security fencing and gates,
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:44: (a) surface water drainage systems, storm water attenuation systems including storage basins,
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:44: oil water separators, including works to existing drainage systems;
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:44: (b) electrical, gas, potable water supply, carbon dioxide, foul water drainage and
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:45: © surface water drainage.; and
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:49:Surface and foul water drainage
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:49:preliminary works, until details of the temporary surface and foul water drainage systems, including
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:49:the relevant internal drainage board, Sembcorp and STDC, approved by the relevant planning
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:50: (3) Details of the permanent surface and foul water drainage systems, including a programme for
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:50:and , relevant internal drainage board and Sembcorp, approved by the relevant planning authority
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:50:separate schemes for the foul and surface water drainage systems.
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:53: (g) surface and foul water drainage measures that are in accordance with the surface and foul
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:53: water drainage scheme submitted under requirement 11(1);and
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:203: drainage works, as affect the apparatus.
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:211: services (including surface water drainage) and all rights relating to the NSMP pipelines;
EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:67: • Temporary drainage system during construction/decommissioning to prevent
EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:67: formal drainage strategy. Water quality testing of any treated water prior to
EN010103-001859-9.12 - Applicants comments on written Representations - June 2022 (D3).pdf:3: SuDS Sustainable urban drainage systems
EN010103-001859-9.12 - Applicants comments on written Representations - June 2022 (D3).pdf:32: Refer to [REP2-079 for Annexes] regulatory regimes, including those on land drainage, water abstraction and biodiversity, will be properly
EN010103-001859-9.12 - Applicants comments on written Representations - June 2022 (D3).pdf:87: electricity, water, steam, drainage, pipe and road connectivity, moving inputs, products, by-products and
EN010103-001859-9.12 - Applicants comments on written Representations - June 2022 (D3).pdf:102: 5.1.1 Requirement no. 11: Surface and foul water drainage interests in the Order land. The mechanism for controlling how development comes forward on its land (as it is
EN010103-002410-NZT DCO - 9.46 Applicants’ Response to the ExA's Third Written Questions - Oct 2022 (D11).pdf:3: SuDS Sustainable urban drainage systems
EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:20: Discharge Type: Trade Discharges - Site Drainage
EN010103-001161-NZT DCO 6.1 ES Non-Technical Summary.pdf:35: the use of an appropriate drainage design.
EN010103-001161-NZT DCO 6.1 ES Non-Technical Summary.pdf:35:7.3.10 A detailed drainage strategy, which will have regard to the findings of the of
EN010103-001161-NZT DCO 6.1 ES Non-Technical Summary.pdf:35:7.3.11 The proposed drainage system would provide attenuation capacity and
EN010103-001161-NZT DCO 6.1 ES Non-Technical Summary.pdf:50: Sustainable Drainage Systems (SuDS) to mitigate flood risk. The embedded
EN010103-001161-NZT DCO 6.1 ES Non-Technical Summary.pdf:52: implementation of an appropriate drainage system for process, foul and
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:114: drainage channel, apparatus Middlesbrough Middlesbrough
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:120: shrubbery, drainage channel, Sembcorp UK Headquarters Sembcorp UK Headquarters
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1285: unnamed track, drainage channel, apparatus 10 Priestley Road
EN010103-001476-NZT DCO 3.1 - Book of Reference - Tracked - Apr 2022.pdf:1289: grassland, shrubbery, drainage channel, The Akzonobel Building
EN010103-001467-NZT DCO 5.4 - Design and Access Statement - Clean - Apr 2022.pdf:42: Drainage Plan. drainage works at the Site, including
EN010103-001467-NZT DCO 5.4 - Design and Access Statement - Clean - Apr 2022.pdf:42: surface water drainage.
EN010103-001467-NZT DCO 5.4 - Design and Access Statement - Clean - Apr 2022.pdf:62: 11 water drainage permanent surface and foul water drainage
EN010103-001471-NZT DCO 2.1 - Draft DCO (Comparison with Oct 2021 version) - Apr 2022.pdf:18: 17.—(1) The undertaker may use any watercourse or any public sewer or drain for the drainage
EN010103-001471-NZT DCO 2.1 - Draft DCO (Comparison with Oct 2021 version) - Apr 2022.pdf:18: (interpretation) of the Harbours Act 1964©, an internal drainage board, a joint planning
EN010103-001471-NZT DCO 2.1 - Draft DCO (Comparison with Oct 2021 version) - Apr 2022.pdf:37: telecommunications connections, surface water drainage, security fencing and gates,
EN010103-001471-NZT DCO 2.1 - Draft DCO (Comparison with Oct 2021 version) - Apr 2022.pdf:38: (a) surface water drainage systems, storm water attenuation systems including storage basins,
EN010103-001471-NZT DCO 2.1 - Draft DCO (Comparison with Oct 2021 version) - Apr 2022.pdf:38: oil water separators, including works to existing drainage systems;
EN010103-001471-NZT DCO 2.1 - Draft DCO (Comparison with Oct 2021 version) - Apr 2022.pdf:39: (b) electrical, gas, potable water supply, carbon dioxide, foul water drainage and
EN010103-001471-NZT DCO 2.1 - Draft DCO (Comparison with Oct 2021 version) - Apr 2022.pdf:40: © surface water drainage.
EN010103-001471-NZT DCO 2.1 - Draft DCO (Comparison with Oct 2021 version) - Apr 2022.pdf:44:Surface and foul water drainage
EN010103-001471-NZT DCO 2.1 - Draft DCO (Comparison with Oct 2021 version) - Apr 2022.pdf:44:preliminary works, until details of the temporary surface and foul water drainage systems,
EN010103-001471-NZT DCO 2.1 - Draft DCO (Comparison with Oct 2021 version) - Apr 2022.pdf:44:flood authority and relevant internal drainage board, approved by the relevant planning authority.
EN010103-001471-NZT DCO 2.1 - Draft DCO (Comparison with Oct 2021 version) - Apr 2022.pdf:44: (3) Details of the permanent surface and foul water drainage systems, including a programme
EN010103-001471-NZT DCO 2.1 - Draft DCO (Comparison with Oct 2021 version) - Apr 2022.pdf:44:Agency and relevant internal drainage board, approved by the relevant planning authority prior to
EN010103-001471-NZT DCO 2.1 - Draft DCO (Comparison with Oct 2021 version) - Apr 2022.pdf:44:separate schemes for the foul and surface water drainage systems.
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:19: Discharge Type: Trade Discharges - Site Drainage
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:20: Discharge Type: Trade Discharges - Site Drainage
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:20: Discharge Type: Trade Discharges - Site Drainage
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:20: Discharge Type: Trade Discharges - Site Drainage
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:23: Discharge Type: Trade Discharges - Site Drainage
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:24: Discharge Type: Trade Discharges - Site Drainage
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:25: Discharge Type: Trade Discharges - Site Drainage
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:25: Discharge Type: Trade Discharges - Site Drainage
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:26: Discharge Type: Trade Discharges - Site Drainage
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:27: Discharge Type: Trade Discharges - Site Drainage
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:255:attenuation for most contaminants before drainage reaches the receiving water, as well as upon entering the Tees
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:279:accumulate within any buildings, excavations, any enclosed structures such as drainage runs and manholes, or beneath
EN010103-001473-NZT DCO 1.2 - Application Guide (Tracked) - Apr 2022.pdf:15: Drainage Plan 20221 –
EN010103-001470-NZT DCO 2.2 - Explanatory Memorandum - Apr 2022.pdf:50:3.8.48 Requirement 11 (Surface and foul water drainage) - this is based on a model
EN010103-001470-NZT DCO 2.2 - Explanatory Memorandum - Apr 2022.pdf:50: foul water drainage systems for that part, in accordance with the construction
EN010103-001470-NZT DCO 2.2 - Explanatory Memorandum - Apr 2022.pdf:50: with Environment Agency, the lead local flood authority and the relevant drainage
EN010103-001470-NZT DCO 2.2 - Explanatory Memorandum - Apr 2022.pdf:51: undertaker can submit separate plans for the surface and foul water drainage, as the
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:3: SuDS Sustainable urban drainage systems
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:131: drainage SuDS due to the potential to alter groundwater flow paths
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:144: Foul drainage will be directed to the Marske-by-the-Sea WwTP and
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:176: electricity cables and drainage are substantially wider than required.
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:215: Environmental Management Plan (CEMP), drainage schemes and
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:216: Requirement no. 11: Surface and foul water drainage
EN010103-002067-NZT DCO 8.4 - Marine Management Organisation SoCG (Tracked) August 2022 (D6).pdf:17: Quality Foul Water Drainage) and Draft DCO Requirement 12 (Flood
EN010103-000005-EN010103_Scoping Report.pdf:45: environmental management plan/ system, and/or appropriate drainage
EN010103-000005-EN010103_Scoping Report.pdf:45: The FRA will be undertaken based on a surface water drainage strategy for the site
EN010103-000005-EN010103_Scoping Report.pdf:46: environmental management plan/ system, and/or appropriate drainage systems
EN010103-001730-Written Representation (CATS North Sea Limited).pdf:18:outriggers, crossing with vehicles, hand digging or machine digging, ditching, demolition, drainage
EN010103-002441-DLA Piper UK LLP - Other- Protective provisions position statement requested by ExA.pdf:5: drainage, pipe and road connectivity, moving inputs, products, by-products and wastes between
EN010103-002198-Report on the Implications for European Sites (RIES).pdf:21: temporary drainage system to reduce the risk of accidental
EN010103-002198-Report on the Implications for European Sites (RIES).pdf:22: The temporary drainage system would be secured by
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:70: • Temporary drainage system during construction/decommissioning to prevent
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:71: by a formal drainage strategy. Water quality testing of any treated water prior to
EN010103-000817-NZT DCO - Section_55_Checklist (19.07.21).pdf:14: drainage systems; water, electricity, gas and other
EN010103-000817-NZT DCO - Section_55_Checklist (19.07.21).pdf:20: 4.13 - Indicative Surface Water Drainage Plan
EN010103-000817-NZT DCO - Section_55_Checklist (19.07.21).pdf:27: drainage, surface water
EN010103-000817-NZT DCO - Section_55_Checklist (19.07.21).pdf:27: • Indicative Surface Water Drainage
EN010103-001713-South Tees Development Corporation - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:7: 5.1.1 Requirement no. 11: Surface and foul water drainage
EN010103-002079-NZT DCO 1.2 - Application Guide - August 2022(D6).pdf:16: Drainage Plan Rev. 1.0
EN010103-002325-NZT DCO 9.39 - Applicants' Response to ExA's RFI Oct 2022 (D9).pdf:3: SuDS Sustainable urban drainage systems
EN010103-000829-NZT DCO 5.4 - Design and Access Statement.pdf:41: Drainage Plan. proposed drainage works at the Site,
EN010103-000829-NZT DCO 5.4 - Design and Access Statement.pdf:41: including surface water drainage.
EN010103-000829-NZT DCO 5.4 - Design and Access Statement.pdf:59: 11 water drainage permanent surface and foul water
EN010103-000829-NZT DCO 5.4 - Design and Access Statement.pdf:59: drainage systems.
EN010103-001695-PD Teesport Limited - Responses to the ExA’s ExQ1 1.pdf:5: FOUL DRAINAGE UNSTABILISED CRUDE OIL
EN010103-001695-PD Teesport Limited - Responses to the ExA’s ExQ1 1.pdf:5: SABIC FOUL DRAINAGE UNSTABILISED CRUDE OIL
EN010103-001695-PD Teesport Limited - Responses to the ExA’s ExQ1 1.pdf:5: FOUL DRAINAGE UNSTABILISED CRUDE OIL
EN010103-001695-PD Teesport Limited - Responses to the ExA’s ExQ1 1.pdf:6: FOUL DRAINAGE UNSTABILISED CRUDE OIL
EN010103-001695-PD Teesport Limited - Responses to the ExA’s ExQ1 1.pdf:7: FOUL DRAINAGE UNSTABILISED CRUDE OIL
EN010103-001695-PD Teesport Limited - Responses to the ExA’s ExQ1 1.pdf:8: FOUL DRAINAGE
EN010103-001695-PD Teesport Limited - Responses to the ExA’s ExQ1 1.pdf:13: FOUL DRAINAGE UNSTABILISED CRUDE OIL
EN010103-001695-PD Teesport Limited - Responses to the ExA’s ExQ1 1.pdf:13: SABIC FOUL DRAINAGE UNSTABILISED CRUDE OIL
EN010103-001695-PD Teesport Limited - Responses to the ExA’s ExQ1 1.pdf:13: FOUL DRAINAGE UNSTABILISED CRUDE OIL
EN010103-001695-PD Teesport Limited - Responses to the ExA’s ExQ1 1.pdf:14: FOUL DRAINAGE UNSTABILISED CRUDE OIL
EN010103-001695-PD Teesport Limited - Responses to the ExA’s ExQ1 1.pdf:15: FOUL DRAINAGE UNSTABILISED CRUDE OIL
EN010103-001695-PD Teesport Limited - Responses to the ExA’s ExQ1 1.pdf:16: FOUL DRAINAGE
EN010103-001609-Redcar and Clevland Council Local Impact Report.pdf:4:telecommunications connections, surface water drainage, security fencing and gates,
EN010103-001609-Redcar and Clevland Council Local Impact Report.pdf:5:(a) surface water drainage systems, storm water attenuation systems including
EN010103-001609-Redcar and Clevland Council Local Impact Report.pdf:5:storage basins, oil water separators, including works to existing drainage systems; 39
EN010103-001609-Redcar and Clevland Council Local Impact Report.pdf:5:(b) electrical, gas, potable water supply, carbon dioxide, foul water drainage and
EN010103-001609-Redcar and Clevland Council Local Impact Report.pdf:9:Volume III Appendix 9A FRA details an outline drainage strategy, a project specific
EN010103-001609-Redcar and Clevland Council Local Impact Report.pdf:9:drainage strategy will be secured by a requirement of the DCO. In addition, the LLFA
EN010103-001609-Redcar and Clevland Council Local Impact Report.pdf:9:form part of the final drainage strategy proposal, the development must comply with the
EN010103-001609-Redcar and Clevland Council Local Impact Report.pdf:15: • Drainage and Flood Risk
EN010103-001609-Redcar and Clevland Council Local Impact Report.pdf:19:Drainage and Flood Risk
EN010103-001609-Redcar and Clevland Council Local Impact Report.pdf:19: proximity to the drainage corridors.
EN010103-002253-NZT DCO 2.1e - Schedule of Changes to DCO - Sept 2022 (D8).pdf:3:11(3) (Surface and foul water drainage) water drainage systems. This was requested by Sembcorp at Deadline 6 REP6-130. The Applicants
EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:19: 17.—(1) The undertaker may use any watercourse or any public sewer or drain for the drainage
EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:20: (interpretation) of the Harbours Act 1964(a), an internal drainage board, a joint planning
EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:39: telecommunications connections, surface water drainage, security fencing and gates,
EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:41: (a) surface water drainage systems, storm water attenuation systems including storage basins,
EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:41: oil water separators, including works to existing drainage systems;
EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:41: (b) electrical, gas, potable water supply, carbon dioxide, foul water drainage and
EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:42: © surface water drainage.
EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:46:Surface and foul water drainage
EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:46:preliminary works, until details of the temporary surface and foul water drainage systems,
EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:46:local flood authority, the relevant internal drainage board and STDC, approved by the relevant
EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:46: (3) Details of the permanent surface and foul water drainage systems, including a programme
EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:46:Agency and relevant internal drainage board, approved by the relevant planning authority prior to
EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:46:separate schemes for the foul and surface water drainage systems.
EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:49: (g) surface and foul water drainage measures that are in accordance with the surface and foul
EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:49: water drainage scheme submitted under requirement 11(1); and
EN010103-001182-NZT EL (7).pdf:6: 4.13 - Surface Water Drainage Plan
EN010103-001182-NZT EL (7).pdf:34: 4.13 Rev 1 - Surface Water Drainage Plan
EN010103-001182-NZT EL (7).pdf:88: Deadline 12 Submission - 4.13 - Surface Water Drainage Plan -
EN010103-002068-NZT DCO 8.5 - Environment Agency SoCG (Clean) August 2-22 (D6).pdf:18: Foul Water Drainage) of the draft DCO (Document Ref. 2.1 [APP-
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:109: unnamed track, drainage Wilton International Wilton International
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:115: shrubbery, drainage channel, Sembcorp UK Headquarters Sembcorp UK Headquarters
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:1102: track, drainage channel, apparatus east 10 Priestley Road
EN010103-001475-NZT DCO 3.1 - Book of Reference - Clean - Apr 2022.pdf:1105: grassland, shrubbery, drainage channel, The Akzonobel Building
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:66: • Temporary drainage system during construction/decommissioning to prevent
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:66: by a formal drainage strategy. Water quality testing of any treated water prior to
EN010103-001422-NZT DCO 4.8.3 Rev 2 - Electrical Connection Plans Sheet 3.pdf:1: DRAINAGE DITCH) - HDD (NEW)
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:172: PART 6 — FOR THE PROTECTION OF DRAINAGE AUTHORITIES
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:179:“outline onshore Infrastructure drainage strategy” means the document certified as the outline
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:179:onshore Infrastructure drainage strategy by the Secretary of State for the purposes of this
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:181: “water attenuation feature” means an area within which sustainable drainage systems
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:181: measures are to be adopted to facilitate attenuation and/or storage of surface water drainage;
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:184: (e) section 23 of the Land Drainage Act 1991 (prohibition of obstructions etc. in
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:184: (f) the provisions of any byelaws made under section 66 of the Land Drainage Act 1991
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:188:any public sewer, drain or other suitable land for the drainage of water in connection with the
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:189: undertaker, the Environment Agency, an internal drainage board or a local authority or
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:196: (b) remove any buildings, agricultural plant and apparatus, drainage, fences, debris and
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:197: (b) remove any drainage works installed by the undertaker under this article;
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:209: works, foul drainage provision, surface water management systems and culverting;
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:214: (h) proposed and existing functional services above and below, ground, including drainage,
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:216:Surface and foul water drainage
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:216:and (if any) foul water drainage system (including means of pollution control) (which must accord
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:216:with the outline onshore Infrastructure drainage strategy) for the construction of that stage of the
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:216:connection works have, after consultation with the relevant sewerage and drainage authorities and
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:216:surface and (if any) foul water drainage system (including means of pollution control) for that
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:216:stage of the connection works have, after consultation with the relevant sewerage and drainage
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:216: (3) The surface and foul water drainage system must be constructed, operated and maintained in
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:217:relevant sewerage and drainage authorities and Environment Agency and submitted to and
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:217:drainage strategy and—
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:217: (a) be based on sustainable drainage principles;
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:217: © include detailed designs of a surface water drainage scheme.
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:284: “drainage work” means any main river and includes any land which provides or is expected to
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:284: structure, or any appliance, constructed or used for land drainage, flood defence or tidal
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:284: on, under, over or within 16 metres of a drainage work or is otherwise likely to—
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:284: (a) affect any drainage work or the volumetric rate of flow of water in or flowing to or from
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:284: any drainage work;
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:284: protection of any drainage work or the fishery or for the protection of water resources, or
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:284: (a) to safeguard any drainage work against damage; or
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:285:obstruction any drainage work which is situated within the limits of deviation and on land held by
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:285:drainage work is constructed under the powers conferred by this Order or is already in existence.
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:285: (2) If any such drainage work which the undertaker is liable to maintain is not maintained to the
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:285:than 28 days beginning with the date on which a notice in respect of any drainage work is served
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:286: (6) This paragraph does not apply to drainage works which are vested in the Agency, or which
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:286:of any such work, the efficiency of any drainage work for flood defence purposes is impaired, or
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:286:that drainage work is otherwise damaged, such impairment or damage must be made good by the
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:287: FOR THE PROTECTION OF DRAINAGE AUTHORITIES
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:287: 1. The provisions of this Part have effect for the protection of the drainage authority unless
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:287:otherwise agreed in writing between the undertaker and the drainage authority.
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:288: “drainage authority” means in relation to an ordinary watercourse, the drainage board
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:288: of the Land Drainage Act 1991;
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:288: “drainage work” means any ordinary watercourse and includes any bank, wall, embankment
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:288: or other structure, or any appliance, constructed or used for land drainage or flood defence in
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:288: connection with an ordinary watercourse which is the responsibility of the drainage authority;
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:288: Drainage Act 1991;
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:288: “plans” includes any information reasonably required by the drainage authority including
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:288: on, under over or within 9 metres of a drainage work and which comprises any of the
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:288: (d) the alteration of an ordinary watercourse or a culvert or other form of drainage
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:288: within the Order limits without the previous consent of the drainage authority;
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:288:drainage authority plans of the specified work, including an independent review and such further
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:288:particulars available to it as the drainage authority may within 14 days of the submission of the
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:288:approved in writing by the drainage authority or determined under paragraph 12.
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:288: (4) Any approval of the drainage authority required under this paragraph—
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:288: by the drainage authority under sub–paragraph (1)) whichever is the later; and
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:288: © may be given subject to such reasonable requirements as the drainage authority may make
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:288: for the protection of any drainage work, for the protection of any ordinary watercourse or
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:288: 4. Without limiting paragraph 3, the requirements which the drainage authority may make under
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:289: (a) to safeguard any drainage work against damage by reason of any specified work; or
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:289: (b) to secure that the efficiency of any drainage work for flood defence and land drainage
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:289:the drainage authority under paragraph 4, must be constructed—
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:289: (b) to the reasonable satisfaction of the drainage authority, and an officer of the drainage
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:289: (2) The undertaker must give to the drainage authority—
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:289: (3) If the drainage authority reasonably requires, the undertaker must construct all or part of the
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:289: (4) If any part of a specified work or any protective work required by the drainage authority is
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:289:drainage authority may by notice in writing require the undertaker at the undertaker’s expense to
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:289:drainage authority in writing consents, such consent not to be unreasonably withheld or delayed)
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:289:former condition to such extent and within such limits as the drainage authority reasonably
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:289:the drainage authority may execute the works specified in the notice and any reasonable
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:289:reasonableness of any requirement of such a notice, the drainage authority must not except in an
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:289:any drainage work which is situated within the limits of deviation on land held by the undertaker
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:289:for the purpose of or in connection with the specified work, whether or not the drainage work is
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:289: (2) If any drainage work which the undertaker is liable to maintain is not maintained to the
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:289:reasonable satisfaction of the drainage authority, the drainage authority may by notice in writing
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:289:so elects and the drainage authority in writing consents, such consent not to be unreasonably
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:289:such extent and within such limits as the drainage authority reasonably requires.
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:289:not less than 28 days beginning with the date on which a notice in respect of any drainage work is
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:290:reasonably expeditious progress towards their implementation, the drainage authority may do what
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:290:under sub–paragraph (2), the drainage authority must not except in a case of emergency exercise
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:290: (a) drainage works which are vested in the drainage authority, or which the drainage
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:290: (b) any obstruction of a drainage work for the purpose of a work or operation authorised by
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:290:specified work or of the failure of any such work the efficiency of any drainage work for flood
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:290:defence purposes or land drainage is impaired, or that drainage work is otherwise damaged, such
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:290:drainage authority and, if the undertaker fails to do so, the drainage authority may make good the
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:290:impairment or damage and recover from the undertaker any expenditure incurred by the drainage
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:290: 8. If by reason of the construction of the specified work the drainage authority’s access to flood
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:290:undertaker must provide such alternative means of access that will allow the drainage authority to
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:290:the drainage authority may reasonably incur—
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:290: required by the drainage authority under this Part of this Schedule; and
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:290: © in the carrying out of any surveys or tests by the drainage authority which are reasonably
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:290:reasonably incurred or suffered by the drainage authority by reason of—
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:290:against the drainage authority arising out of or in connection with the specified works or otherwise
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:291: (5) The drainage authority must give to the undertaker notice of any such claim or demand.
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:291: (7) The drainage authority must not compromise or settle any such claim or make any admission
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:291: (8) The drainage authority must, at all times take reasonable steps to prevent and mitigate any
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:291: (9) The drainage authority must, at the request of the undertaker, afford all reasonable assistance
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:291:with a plan approved or deemed to be approved by the drainage authority, or to its satisfaction, or
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:291: 12. Any dispute arising between the undertaker and the drainage authority under this Part of this
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:291:Strategy on a reference to them by the undertaker or the drainage authority, after notice in writing
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:385:APP-241 the outline onshore Infrastructure drainage 1 8 October
EN010103-001172-EN010103 - The ‘Net Zero Teesside Project’ - Final Section 55 Checklist.pdf:17: structures, drainage, surface (Doc 4.8)
EN010103-001172-EN010103 - The ‘Net Zero Teesside Project’ - Final Section 55 Checklist.pdf:17: Indicative Surface Water Drainage Plan
EN010103-001172-EN010103 - The ‘Net Zero Teesside Project’ - Final Section 55 Checklist.pdf:19: options for CO2 gathering, for natural gas connections and for water drainage discharge.
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:3: SuDS Sustainable urban drainage systems
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:48: and decommissioning. Section 14.5 of the ES APP-096 states that a Surface would be focussed on the main drainage assets, which would be located on the
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:48: information relating to access and maintenance of Sustainable Drainage intertidal or subtidal zone, although there is potential for some routine visual
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:60: BIO.1.51 Applicants The ExA notes that the drainage system for the operational phase of the It is normal practice that a Drainage Basis of Design (BOD) will be developed
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:60: Proposed Development would be designed at the DCO post-consent stage. during the FEED. The Drainage BOD will be developed in accordance with the
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:60: drainage system can be designed with reference to appropriate supporting
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:60: and Surface Water Drainage Plan AS-186.
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:60: The Drainage BOD will detail:
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:61: commencing until details of the temporary surface and foul water drainage
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:61: lead local flood authority and relevant internal drainage board, approved by the
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:61: Any process effluent treatment and disposal and site drainage will also be
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:61: to pollution entering controlled waters, either through the drainage system or via
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:106: Can further details be provided to demonstrate that such a solution is at least in the surface water drainage system will be closed via isolation valves, and
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:151: any watercourse, public sewer or drain for the drainage of water in connection out or maintenance of the Proposed Development has not been undertaken,
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:151: arising from these powers have been assessed within ES Chapter 9 APP-091? maintenance of the drainage network, SUDS features and Infrastructure.
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:151: details of temporary and permanent surface and foul water drainage systems.
EN010103-002529-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Nov 2022 (D12).pdf:43: 3.8.45. 3.8.46.Requirement 11 (Surface and foul water drainage) - this is based on a model
EN010103-002529-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Nov 2022 (D12).pdf:43: drainage systems for that part, in accordance with the construction environmental
EN010103-002529-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Nov 2022 (D12).pdf:44: lead local flood authority, the relevant drainage authority, STDC and Sembcorp). The
EN010103-002529-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Nov 2022 (D12).pdf:44: plans for the surface and foul water drainage, as the programmes for designing each may
EN010103-001025-NZT DCO 6.4.9 ES Vol III Appendix 9A Flood Risk Assessment Part 2.pdf:28:sustainable drainage principles.
EN010103-001025-NZT DCO 6.4.9 ES Vol III Appendix 9A Flood Risk Assessment Part 2.pdf:28:• Details of any known surface water flooding problems in the area and known Critical Drainage Areas as well
EN010103-001025-NZT DCO 6.4.9 ES Vol III Appendix 9A Flood Risk Assessment Part 2.pdf:31:Drainage Areas
EN010103-001025-NZT DCO 6.4.9 ES Vol III Appendix 9A Flood Risk Assessment Part 2.pdf:31:A detailed site specific flood risk assessment (FRA) and drainage strategy (DS) should be submitted at planning
EN010103-001025-NZT DCO 6.4.9 ES Vol III Appendix 9A Flood Risk Assessment Part 2.pdf:31:surface water / groundwater issues on the site must be alleviated by the installation of sustainable drainage system
EN010103-001025-NZT DCO 6.4.9 ES Vol III Appendix 9A Flood Risk Assessment Part 2.pdf:31:If the applicant proposes to discharge surface water into an ordinary watercourse a land drainage consent will be
EN010103-001025-NZT DCO 6.4.9 ES Vol III Appendix 9A Flood Risk Assessment Part 2.pdf:31:required from the Lead Local Flood Authority (LLFA). A land drainage consent is separate application that could take
EN010103-001025-NZT DCO 6.4.9 ES Vol III Appendix 9A Flood Risk Assessment Part 2.pdf:31:There are a number of watercourses that cross the proposed development site, a survey of any existing drainage
EN010103-001025-NZT DCO 6.4.9 ES Vol III Appendix 9A Flood Risk Assessment Part 2.pdf:31:Assessment/Drainage Strategy. The survey must consider the condition of the watercourse/drainage system in which
EN010103-001025-NZT DCO 6.4.9 ES Vol III Appendix 9A Flood Risk Assessment Part 2.pdf:31:the SuDS may discharge too. If any drainage system is identified on site during construction works the Lead Local
EN010103-001025-NZT DCO 6.4.9 ES Vol III Appendix 9A Flood Risk Assessment Part 2.pdf:32:through the proposed development site. The drainage system must be designed to operate without flooding for up to
EN010103-001025-NZT DCO 6.4.9 ES Vol III Appendix 9A Flood Risk Assessment Part 2.pdf:32:the proposed development site. The choice of where these volumes are accommodated may be within the drainage
EN010103-001025-NZT DCO 6.4.9 ES Vol III Appendix 9A Flood Risk Assessment Part 2.pdf:32:+40% scenario. Therefore new surface water drainage schemes designed within Flood Risk Assessments/Drainage
EN010103-001025-NZT DCO 6.4.9 ES Vol III Appendix 9A Flood Risk Assessment Part 2.pdf:32: · Drainage systems can be designed to include a 20% allowance for climate change however;
EN010103-001025-NZT DCO 6.4.9 ES Vol III Appendix 9A Flood Risk Assessment Part 2.pdf:32:The layout of any proposed development and the sustainable drainage system should be designed to mimic natural
EN010103-001025-NZT DCO 6.4.9 ES Vol III Appendix 9A Flood Risk Assessment Part 2.pdf:32:drainage flow paths, utilising existing natural low-lying areas and conveyance pathways where appropriate. This means
EN010103-001025-NZT DCO 6.4.9 ES Vol III Appendix 9A Flood Risk Assessment Part 2.pdf:32:Drainage’ (https://www.stockton.gov.uk/media/6235/flooding-webpage-update-jane-salisbury-25-02-2016-
EN010103-001025-NZT DCO 6.4.9 ES Vol III Appendix 9A Flood Risk Assessment Part 2.pdf:32:to discuss surface water management requirements and their proposed surface water drainage solution for
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:19: 17.—(1) The undertaker may use any watercourse or any public sewer or drain for the drainage
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:20: (interpretation) of the Harbours Act 1964(b), an internal drainage board, a joint planning
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:39: telecommunications connections, surface water drainage, security fencing and gates,
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:41: (a) surface water drainage systems, storm water attenuation systems including storage basins,
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:41: oil water separators, including works to existing drainage systems;
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:41: (b) electrical, gas, potable water supply, carbon dioxide, foul water drainage and
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:42: © surface water drainage.
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:46:Surface and foul water drainage
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:46:preliminary works, until details of the temporary surface and foul water drainage systems,
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:46:local flood authority, the relevant internal drainage board and STDC, approved by the relevant
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:46: (3) Details of the permanent surface and foul water drainage systems, including a programme
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:46:Agency and relevant internal drainage board, approved by the relevant planning authority prior to
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:46:separate schemes for the foul and surface water drainage systems.
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:49: (g) surface and foul water drainage measures that are in accordance with the surface and foul
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:49: water drainage scheme submitted under requirement 11(1); and
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:184: drainage works, as affect the apparatus.
EN010103-002522-NZT DCO 9.49 - Response to ISH6 actions Nov22(D12).pdf:3: SuDS Sustainable urban drainage systems
EN010103-002522-NZT DCO 9.49 - Response to ISH6 actions Nov22(D12).pdf:12: surface drainage Infrastructure following development which would limit infiltration
EN010103-001159-NZT DCO 5.7 - Carbon Capture Readiness Assessment.pdf:25: appropriate surface water drainage systems including oil interceptors as
EN010103-001159-NZT DCO 5.7 - Carbon Capture Readiness Assessment.pdf:25: necessary, consistent with surface water drainage systems for power stations and
EN010103-001159-NZT DCO 5.7 - Carbon Capture Readiness Assessment.pdf:25: chemical plants in general. Space provision for site drainage e.g. surface water
EN010103-001182-NZT EL (11).pdf:6: 4.13 - Surface Water Drainage Plan
EN010103-001182-NZT EL (11).pdf:34: 4.13 Rev 1 - Surface Water Drainage Plan
EN010103-001182-NZT EL (11).pdf:88: Deadline 12 Submission - 4.13 - Surface Water Drainage Plan -
EN010103-000828-NZT DCO 2.2 - Explanatory Memorandum.pdf:49:3.8.46 Requirement 11 (Surface and foul water drainage) - this is based on a model
EN010103-000828-NZT DCO 2.2 - Explanatory Memorandum.pdf:49: foul water drainage systems for that part, in accordance with the construction
EN010103-000828-NZT DCO 2.2 - Explanatory Memorandum.pdf:49: with Environment Agency, the lead local flood authority and the relevant drainage
EN010103-000828-NZT DCO 2.2 - Explanatory Memorandum.pdf:49: undertaker can submit separate plans for the surface and foul water drainage, as the
EN010103-002411-NZT DCO 1.2 - Application Guide - Oct 2022 (D11).pdf:16: Drainage Plan Rev. 1.0
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:533:testing downtime, to verify drainage conditions or during temperature stabilisation pauses. These
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:537:respectively, however, to account for uncertainty in the SBT correlation with drainage behaviour,
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:547:drainage characteristics.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:548:mitigate the uncertainty in the SBT correlation with drainage behaviour, all parameters are
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:548:Piezocone dynamic pore pressure and dissipation tests may be used to identify drainage
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:555:PC: Partial consolidation/drainage during penetration is significant (t50 < 35 s) - cvh is lower bound
EN010103-001182-NZT EL (10).pdf:6: 4.13 - Surface Water Drainage Plan
EN010103-001182-NZT EL (10).pdf:34: 4.13 Rev 1 - Surface Water Drainage Plan
EN010103-001182-NZT EL (10).pdf:88: Deadline 12 Submission - 4.13 - Surface Water Drainage Plan -
EN010103-001910-NZT DCO 9.15 - Applicants' Responses to Deadline 3 Submissions July 2022 (D4).pdf:3: SuDS Sustainable urban drainage systems
EN010103-001910-NZT DCO 9.15 - Applicants' Responses to Deadline 3 Submissions July 2022 (D4).pdf:25: (surface and foul water drainage), 16 (CEMP), 18 (CTMP), 21 (noise and vibration),
EN010103-002544-NZT DCO 4.13 - Surface Water Drainage Plan - Nov 2022 (D12).pdf:1: SURFACE WATER DRAINAGE COLLECTION
EN010103-002544-NZT DCO 4.13 - Surface Water Drainage Plan - Nov 2022 (D12).pdf:1: SURFACE WATER DRAINAGE COLLECTION IN
EN010103-002544-NZT DCO 4.13 - Surface Water Drainage Plan - Nov 2022 (D12).pdf:1: DRAINAGE PLAN
EN010103-001792-NZT DCO 2.1a - Schedule of Changes to the draft DCO - June 2022.pdf:6: drainage scheme for that part submitted pursuant to Requirement 11(1) (surface and
EN010103-001792-NZT DCO 2.1a - Schedule of Changes to the draft DCO - June 2022.pdf:6: foul water drainage).
EN010103-002066-NZT DCO 8.4 - Marine Management Organisation SoCG (Clean) August 2022 (D6).pdf:17: Quality Foul Water Drainage) and Draft DCO Requirement 12 (Flood
EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf:3: SuDS Sustainable urban drainage systems
EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf:164:annual downstream duration of flooding accommodated in the design of drainage
EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf:164: surface water drainage system).
EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf:164: Drainage Strategy
EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf:164:annual downstream duration of flooding accommodated in the design of drainage
EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf:164: surface water drainage system).
EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf:164: Drainage Strategy.
EN010103-002049-NZT DCO 3.2 - Statement of Reasons (Clean) August 2022 (D6).pdf:19: drainage consent, hazardous substance consent (if necessary) and a
EN010103-002049-NZT DCO 3.2 - Statement of Reasons (Clean) August 2022 (D6).pdf:29: o surface water drainage systems, storm water attenuation systems
EN010103-002049-NZT DCO 3.2 - Statement of Reasons (Clean) August 2022 (D6).pdf:29: existing drainage systems;
EN010103-002049-NZT DCO 3.2 - Statement of Reasons (Clean) August 2022 (D6).pdf:29: drainage and telecommunications Infrastructure connections and
EN010103-002049-NZT DCO 3.2 - Statement of Reasons (Clean) August 2022 (D6).pdf:83: • Land drainage consent;
EN010103-001526-NZT-ExQ1.pdf:27: maintenance of Sustainable Drainage Systems and surface water features proposed.
EN010103-001526-NZT-ExQ1.pdf:31:BIO.1.51 Applicants The ExA notes that the drainage system for the operational phase of the Proposed
EN010103-001526-NZT-ExQ1.pdf:31: The Applicants are requested to explain why it is confident that an adequate drainage system
EN010103-001526-NZT-ExQ1.pdf:73: watercourse, public sewer or drain for the drainage of water in connection with the carrying out
EN010103-001182-NZT EL (13).pdf:6: 4.13 - Surface Water Drainage Plan
EN010103-001182-NZT EL (13).pdf:34: 4.13 Rev 1 - Surface Water Drainage Plan
EN010103-001182-NZT EL (13).pdf:88: Deadline 12 Submission - 4.13 - Surface Water Drainage Plan -
EN010103-001798-NZT DCO 9.9 - Applicants' Comments on LIRs - June 2022.pdf:7: protection; drainage and flood risk; socio-economics and conditions/requirements.
EN010103-001798-NZT DCO 9.9 - Applicants' Comments on LIRs - June 2022.pdf:10: 6. Drainage and Flood Risk.
EN010103-001798-NZT DCO 9.9 - Applicants' Comments on LIRs - June 2022.pdf:11: uncontrolled/unrestricted discharge rates into Tees Bay. Should THE DETAILED DESIGN OF DRAINAGE AND FLOOD RISK
EN010103-001798-NZT DCO 9.9 - Applicants' Comments on LIRs - June 2022.pdf:11: the Proposed Development may be required to comply with ‘SURFACE AND FOUL WATER DRAINAGE’ AND 12 ‘FLOOD
EN010103-001580-NZT DCO 1.2 - Application Guide - May 2022.pdf:15: Drainage Plan Rev. 1.0
EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:68: • Temporary drainage system during construction/decommissioning to prevent
EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:68: formal drainage strategy. Water quality testing of any treated water prior to
EN010103-001844-DLA Piper UK LLP - Other- Comments on Applicants responses to ExA ExQ1, Statement of Commonality, other IP WRs and dDCO.pdf:9: Requirement 11 – surface and foul water drainage
EN010103-001844-DLA Piper UK LLP - Other- Comments on Applicants responses to ExA ExQ1, Statement of Commonality, other IP WRs and dDCO.pdf:9: surface and foul water drainage systems have been approved. Sembcorp should be consulted by the
EN010103-001844-DLA Piper UK LLP - Other- Comments on Applicants responses to ExA ExQ1, Statement of Commonality, other IP WRs and dDCO.pdf:9: LPA so as to ensure that any proposals do not adversely affect Sembcorp’s own drainage system.
EN010103-002467-NZT DCO 1.2 - Application Guide - Nov 2022 (D12).pdf:16: Drainage Plan Rev. 2.0
EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:65: Temporary drainage system during construction/decommissioning to prevent
EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:65: formal drainage strategy. Water quality testing of any treated water prior to
EN010103-001999-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Clean.pdf:43: 3.8.48. Requirement 11 (Surface and foul water drainage) - this is based on a model provision. It
EN010103-001999-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Clean.pdf:43: preliminary works, until details of the temporary surface and foul water drainage systems
EN010103-001999-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Clean.pdf:43: the relevant drainage authority, STDC and Sembcorp). The systems must be constructed
EN010103-001999-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Clean.pdf:43: plans for the surface and foul water drainage, as the programmes for designing each may
EN010103-000890-NZT DCO 6.2 ES Vol I Cover and Contents.pdf:25:PCSW Potentially Contaminated Surface Water (PCSW) drainage system
EN010103-000890-NZT DCO 6.2 ES Vol I Cover and Contents.pdf:28:Approach drainages systems (SuDS) for the treatment of surface water runoff.
EN010103-000890-NZT DCO 6.2 ES Vol I Cover and Contents.pdf:29:SuDS Sustainable (urban) Drainage Systems – drainage systems that are
EN010103-000890-NZT DCO 6.2 ES Vol I Cover and Contents.pdf:29: designed to efficiently manage surface water drainage within an urban
EN010103-001182-NZT EL (9).pdf:6: 4.13 - Surface Water Drainage Plan
EN010103-001182-NZT EL (9).pdf:34: 4.13 Rev 1 - Surface Water Drainage Plan
EN010103-001182-NZT EL (9).pdf:88: Deadline 12 Submission - 4.13 - Surface Water Drainage Plan -
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:14: • A temporary drainage system will be developed to prevent runoff
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:15: isolated for treatment before discharge to surface water drainage
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:15: water drainage, through maintenance of a clean and tidy site,
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:18: surface water drainage or water body;
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:18: require Land Drainage Consent and may also require a Water
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:69: • Temporary drainage system during construction/decommissioning to prevent
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:69: formal drainage strategy. Water quality testing of any treated water prior to
EN010103-002045-NZT DCO 2.2 - Explanatory Memorandum (Clean) August 2022 (D6).pdf:43: 3.8.46. Requirement 11 (Surface and foul water drainage) - this is based on a model provision. It
EN010103-002045-NZT DCO 2.2 - Explanatory Memorandum (Clean) August 2022 (D6).pdf:43: preliminary works, until details of the temporary surface and foul water drainage systems
EN010103-002045-NZT DCO 2.2 - Explanatory Memorandum (Clean) August 2022 (D6).pdf:43: the relevant drainage authority, STDC and Sembcorp). The systems must be constructed
EN010103-002045-NZT DCO 2.2 - Explanatory Memorandum (Clean) August 2022 (D6).pdf:43: plans for the surface and foul water drainage, as the programmes for designing each may
EN010103-001182-NZT EL (3).pdf:6: 4.13 - Surface Water Drainage Plan
EN010103-001182-NZT EL (3).pdf:34: 4.13 Rev 1 - Surface Water Drainage Plan
EN010103-001182-NZT EL (3).pdf:88: Deadline 12 Submission - 4.13 - Surface Water Drainage Plan -
EN010103-000827-NZT DCO 2.1 - Draft Development Consent Order.pdf:18: 17.—(1) The undertaker may use any watercourse or any public sewer or drain for the drainage
EN010103-000827-NZT DCO 2.1 - Draft Development Consent Order.pdf:18: (interpretation) of the Harbours Act 1964(d), an internal drainage board, a joint planning
EN010103-000827-NZT DCO 2.1 - Draft Development Consent Order.pdf:37: telecommunications connections, surface water drainage, security fencing and gates,
EN010103-000827-NZT DCO 2.1 - Draft Development Consent Order.pdf:38: (a) surface water drainage systems, storm water attenuation systems including storage basins,
EN010103-000827-NZT DCO 2.1 - Draft Development Consent Order.pdf:38: oil water separators, including works to existing drainage systems;
EN010103-000827-NZT DCO 2.1 - Draft Development Consent Order.pdf:39: (b) electrical, gas, potable water supply, carbon dioxide, foul water drainage and
EN010103-000827-NZT DCO 2.1 - Draft Development Consent Order.pdf:40: © surface water drainage.
EN010103-000827-NZT DCO 2.1 - Draft Development Consent Order.pdf:44:Surface and foul water drainage
EN010103-000827-NZT DCO 2.1 - Draft Development Consent Order.pdf:44:preliminary works, until details of the temporary surface and foul water drainage systems,
EN010103-000827-NZT DCO 2.1 - Draft Development Consent Order.pdf:44:flood authority and relevant internal drainage board, approved by the relevant planning authority.
EN010103-000827-NZT DCO 2.1 - Draft Development Consent Order.pdf:44: (3) Details of the permanent surface and foul water drainage systems, including a programme
EN010103-000827-NZT DCO 2.1 - Draft Development Consent Order.pdf:44:Agency and relevant internal drainage board, approved by the relevant planning authority prior to
EN010103-000827-NZT DCO 2.1 - Draft Development Consent Order.pdf:44:separate schemes for the foul and surface water drainage systems.
EN010103-002403-DLA Piper UK LLP - Responses to the ExA’s ExQ3 (if required).pdf:11: (Surface and foul water drainage) or R18 (Construction
EN010103-001182-NZT EL (2).pdf:6: 4.13 - Surface Water Drainage Plan
EN010103-001182-NZT EL (2).pdf:34: 4.13 Rev 1 - Surface Water Drainage Plan
EN010103-001182-NZT EL (2).pdf:88: Deadline 12 Submission - 4.13 - Surface Water Drainage Plan -
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:65: Temporary drainage system during construction/decommissioning to prevent
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:65: formal drainage strategy. Water quality testing of any treated water prior to
EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:67: • Temporary drainage system during construction/decommissioning to prevent
EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:67: formal drainage strategy. Water quality testing of any treated water prior to
EN010103-001145-NZT DCO 6.4.34 ES Vol III Appendix 15A Ornithology Baseline Part 1.pdf:9: punctuated by a network of artificial ponds; drainage channels and
EN010103-001585-NZT DCO 8.3 - STDC TVCA Teesworks SoCG - May 2022.pdf:29: drainage
EN010103-001215-NZT DCO 2.2 - Explanatory Memorandum - Oct 2021 Rev.2.0.pdf:51:3.8.49 Requirement 11 (Surface and foul water drainage) - this is based on a model
EN010103-001215-NZT DCO 2.2 - Explanatory Memorandum - Oct 2021 Rev.2.0.pdf:51: foul water drainage systems for that part, in accordance with the construction
EN010103-001215-NZT DCO 2.2 - Explanatory Memorandum - Oct 2021 Rev.2.0.pdf:51: with Environment Agency, the lead local flood authority and the relevant drainage
EN010103-001215-NZT DCO 2.2 - Explanatory Memorandum - Oct 2021 Rev.2.0.pdf:51: undertaker can submit separate plans for the surface and foul water drainage, as the
EN010103-001977-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Tracked.pdf:24: grassland. The surface water drainage arrangement will also be used to secure
EN010103-001977-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Tracked.pdf:32:5.75.5 Storm Water Attenuation Pond (Sustainable Urban Drainage System)
EN010103-001977-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Tracked.pdf:46:precaution a large drainage hole (20mm - ¾“ - potentially dangerous. The Barn Owl Trust has placed
EN010103-002047-NZT DCO 3.1 - Book of Reference (Clean) August 2022 (D6).pdf:125: unnamed track, drainage Middlesbrough Wilton International
EN010103-002047-NZT DCO 3.1 - Book of Reference (Clean) August 2022 (D6).pdf:131: shrubbery, drainage channel, Wilton International Sembcorp UK Headquarters
EN010103-002047-NZT DCO 3.1 - Book of Reference (Clean) August 2022 (D6).pdf:1264: track, drainage channel, apparatus east A178, 43 Church Street West
EN010103-002047-NZT DCO 3.1 - Book of Reference (Clean) August 2022 (D6).pdf:1268: grassland, shrubbery, drainage channel, The Akzonobel Building
EN010103-002625-NZT DCO 1.2 - Application Guide - Nov 2022 (D13).pdf:16: Drainage Plan Rev. 2.0
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:114: drainage channel, apparatus Middlesbrough Middlesbrough
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:120: shrubbery, drainage channel, Sembcorp UK Headquarters Sembcorp UK Headquarters
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1262: unnamed track, drainage channel, apparatus 10 Priestley Road
EN010103-001790-NZT DCO 3.1 - Book of Reference - June 2022 (Tracked).pdf:1266: grassland, shrubbery, drainage channel, The Akzonobel Building
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:3:03.07 Potential Economic Enablers 11.09 Stormwater Drainage
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:40:Highway drainage is non-existent and several stretches connection to the South Tees Freight Park and wider
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:45:2.09.1 ELECTRICITY 2.09.2 INDUSTRIAL PIPELINES 2.09.3 WATER, DRAINAGE AND WASTE WATER
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:45:275Kv system at Redcar, and from the underground a large network of critical industrial utility Infrastructure, maintenance costs associated with the current COMAH water drainage, and industrial water culverts.
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:45:The two grid point connections, at Grangetown and Tod other industry in the area, via the Sembcorp corridor. transport various chemicals such as feed stocks, gas, 2.09.3.2 SURFACE WATER AND FOUL DRAINAGE
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:46:drainage at the Redcar Complex is directed to package
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:46:will consider Sustainable Drainage techniques that could
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:50:to allow development of the various industries. The The Fleet - Culvert No.2 Lackenby Channel drainage cut The Fleet
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:52:flooding. Ground levels in the area are considered to be river and drainage network improvements will be not widespread, however the mechanisms for conveying
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:68: self-sufficiency in energy provision that is “off the grid”. contaminated land, improve drainage networks and USPs of the STDC area and its competitive advantages.
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:81:removal of invasive species, improved site drainage, etc.).
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:156:11.09 Stormwater Drainage 11.10 Water Supply and Transmissions 11.11 Wastewater and Industrial Effluent
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:156:to existing primary drainage networks in the area and will help assure reliable and more efficient operation
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:156:an underground piped network with drainage control a comprehensive water balance assessment will be
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:156:into the river and surrounding primary drainage networks quality classification that will feature in the operation
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:156:the site-wide primary drainage system. Open lagoons for Fundamentally, the water supply system plan will deliver a
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:156:drainage attenuation may be considered where feasible. fully-integrated strategy for addressing the wide spectrum
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:156:An area-wide stormwater drainage strategy will be
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:156:proposals. This will ensure that more localised drainage
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:14: • A temporary drainage system will be developed to prevent runoff
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:15: isolated for treatment before discharge to surface water drainage
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:15: water drainage, through maintenance of a clean and tidy site,
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:18: surface water drainage or water body;
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:18: require Land Drainage Consent and may also require a Water
EN010103-001983-NZT DCO 8.3 - STDC SoCG - August 2022(D5) - Tracked.pdf:36: water drainage Following further consideration of the impact of
EN010103-002521-NZT DCO 9.48 - Applicants' Comments on D11 Submissons - Nov 2022 (D12).pdf:3: SuDS Sustainable urban drainage systems
EN010103-001212-NZT DCO 1.6 - Signposting Document re Update Application Documents - Final.pdf:12: for water drainage discharge. 2.0
EN010103-001854-8.3 - STDC SoCG (Tracked) - June 2022(D3).pdf:35: drainage STDC welcome the amendments to Schedule 2 to
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:97: groundwater medium, drainage Infrastructure low to medium and artificial sources
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:97: drainage and flood risk mitigation for the Proposed Development, including
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:108: foul water drainage (taking account of flood risk mitigation).
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:128: drainage Infrastructure low to medium and artificial sources low. Section 9.10
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:128: water drainage and flood risk mitigation for the Proposed Development,
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:143: 2.22.2) that the construction of Requirement 11 ‘Surface and foul water drainage’ of the draft DCO secures
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:143: pipelines creates corridors of surface details of temporary surface water and drainage systems, including means of
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:143: inadequate or excessive drainage,
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:144: drainage systems to control run-off.
EN010103-001765-NZT DCO 9.8 - Appendix PPL.1.3b - South Tees Area SPD - June 2022.pdf:44: adequate energy supply, the management of flood risk and drainage, disposal of solid
EN010103-001765-NZT DCO 9.8 - Appendix PPL.1.3b - South Tees Area SPD - June 2022.pdf:45: needs and flood risk, drainage and effluent management will be produced. This will
EN010103-001765-NZT DCO 9.8 - Appendix PPL.1.3b - South Tees Area SPD - June 2022.pdf:45: drainage in the surrounding area and complement those opportunities for
EN010103-001765-NZT DCO 9.8 - Appendix PPL.1.3b - South Tees Area SPD - June 2022.pdf:46: for stormwater drainage and a proposed stormwater management system that will
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
EN010103-001765-NZT DCO 9.8 - Appendix PPL.1.3b - South Tees Area SPD - June 2022.pdf:46: 3.85 The development of a drainage system and flood management Infrastructure across
EN010103-001765-NZT DCO 9.8 - Appendix PPL.1.3b - South Tees Area SPD - June 2022.pdf:46: courses and providing sustainable drainage systems can also create potential for
EN010103-001765-NZT DCO 9.8 - Appendix PPL.1.3b - South Tees Area SPD - June 2022.pdf:61: basis and by proposal but information relating to ecology, flooding and drainage,
EN010103-001765-NZT DCO 9.8 - Appendix PPL.1.3b - South Tees Area SPD - June 2022.pdf:62: Management and maintenance arrangements for sustainable drainage features,
EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:67: • Temporary drainage system during construction/decommissioning to prevent
EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:67: formal drainage strategy. Water quality testing of any treated water prior to
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:93: unnamed track, drainage Wilton International Wilton International
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:99: shrubbery, drainage channel, Sembcorp UK Headquarters Sembcorp UK Headquarters
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:893: track, drainage channel, apparatus east 10 Priestley Road
EN010103-001179-NZT DCO 3.1 - Book of Reference final.pdf:897: grassland, shrubbery, drainage channel, The Akzonobel Building
EN010103-001156-NZT DCO 5.12 - Landscape and Biodiversity Strategy.pdf:22: grassland. The surface water drainage arrangement will also be used to secure
EN010103-001156-NZT DCO 5.12 - Landscape and Biodiversity Strategy.pdf:28:5.5 Storm Water Attenuation Pond (Sustainable Urban Drainage System)
EN010103-001156-NZT DCO 5.12 - Landscape and Biodiversity Strategy.pdf:43:precaution a large drainage hole (20mm - ¾” - potentially dangerous. The Barn Owl Trust has placed
EN010103-001976-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Clean.pdf:23: grassland. The surface water drainage arrangement will also be used to secure
EN010103-001976-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Clean.pdf:29:5.5 Storm Water Attenuation Pond (Sustainable Urban Drainage System)
EN010103-001976-NZT DCO 5.12 - Landscape and Biodiversity Strategy - August 2022(D5) - Clean.pdf:44:precaution a large drainage hole (20mm - ¾“ - potentially dangerous. The Barn Owl Trust has placed
EN010103-002422-NZT DCO 9.47 - Sensitivity Assessment of Construction Programme - Oct 2022 (D11).pdf:3: SuDS Sustainable urban drainage systems
EN010103-001480-NZT DCO 5.6 Gas Connection Statement Changes Rev 2 Final 2022-04-26 Tracked Changes.pdf:16: • testing the pipe integrity, re-instating land drainage, and then backfilling subsoil,
EN010103-000896-NZT DCO 6.2.4 ES Vol I Chapter 4 Proposed Development.pdf:24: surface water drainage arrangement will also be used to secure additional
EN010103-000896-NZT DCO 6.2.4 ES Vol I Chapter 4 Proposed Development.pdf:25: mitigated or managed. This will include details of how surface water drainage
EN010103-002635-NZT DCO 8.4 - MMO SoCG - Final (signed) - Nov 2022 (D13).pdf:18: Quality Foul Water Drainage) and Draft DCO Requirement 12 (Flood
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:39:measures; surface and foul water drainage systems; water, electricity, gas and other utilities
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:49:drainage systems; water, electricity, gas and other utilities TS10 5QW
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:50: Please Note: Any comments received, applications forms, measures; surface and foul water drainage systems; water, electricity, gas and other utilities connections;
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:51: measures; surface and foul water drainage systems; water, electricity, gas and other utilities connections;
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:53: 3.2 other associated development, including external lighting; fencing and boundary treatment; security measures; surface and foul water drainage systems; water, electricity, gas and other utilities
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:60:measures; surface and foul water drainage systems; water, electricity, gas and other utilities
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:97:measures; surface and foul water drainage systems; water, electricity, gas and other utilities
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:102:measures; surface and foul water drainage systems; water, electricity, gas and other utilities
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:117:measures; surface and foul water drainage systems; water, electricity, gas and other utilities
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:138: • Completing a hard copy of the comments sheet attached to the County of Stockton, to enable drainage works to be
EN010103-002615-Shepherd and Wedderburn LLP on behalf of Teesside Gas & Liquids Processing and Teesside Gas Processing Plant Limited - Other- Affected Persons - CPO Land.pdf:8: operations and property including access, utilities, services (including surface water drainage) and
EN010103-002615-Shepherd and Wedderburn LLP on behalf of Teesside Gas & Liquids Processing and Teesside Gas Processing Plant Limited - Other- Affected Persons - CPO Land.pdf:16: drainage) and all rights relating to the NSMP pipelines in each case within Teesside;
EN010103-002530-NZT DCO 3.1 - Book of Reference (Clean) Nov 2022 (D12).pdf:125: unnamed track, drainage Middlesbrough Wilton International
EN010103-002530-NZT DCO 3.1 - Book of Reference (Clean) Nov 2022 (D12).pdf:131: shrubbery, drainage channel, Wilton International Sembcorp UK Headquarters
EN010103-002530-NZT DCO 3.1 - Book of Reference (Clean) Nov 2022 (D12).pdf:1193: track, drainage channel, apparatus east A178, 43 Church Street West
EN010103-002530-NZT DCO 3.1 - Book of Reference (Clean) Nov 2022 (D12).pdf:1197: grassland, shrubbery, drainage channel, The Akzonobel Building
EN010103-002744-Applicant NZT DCO 3.1 - Book of Reference (Clean) - March 2023.pdf:125: unnamed track, drainage Middlesbrough Wilton International
EN010103-002744-Applicant NZT DCO 3.1 - Book of Reference (Clean) - March 2023.pdf:131: shrubbery, drainage channel, Wilton International Sembcorp UK Headquarters
EN010103-002744-Applicant NZT DCO 3.1 - Book of Reference (Clean) - March 2023.pdf:1193: track, drainage channel, apparatus east A178, 43 Church Street West
EN010103-002744-Applicant NZT DCO 3.1 - Book of Reference (Clean) - March 2023.pdf:1197: grassland, shrubbery, drainage channel, The Akzonobel Building
EN010103-001481-NZT DCO 5.6 Gas Connection Statement Changes Rev 2 2022-04-26 Final.pdf:15: testing the pipe integrity, re-instating land drainage, and then backfilling subsoil,
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:9: include details of how surface water drainage should
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:13: storage areas for any hazardous or polluting materials 11: Surface and foul water drainage requirement
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:19:Resources runoff will be discharged to an attenuation pond prior 11: Surface and foul water drainage
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:20: existing waterbody, arising from construction activities 11: Surface and foul water drainage
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:20:ES Chapters 9 - Surface Water, Flood Risk and Water A temporary drainage system will be developed during DCO Schedule 2 (Document Ref. 2.1): Requirement
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:20:Resources, 14 - Marine Ecology and Nature construction to prevent runoff contaminated with fine 11: Surface and foul water drainage
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:20: ground is sloping, subject to on- site risk assessment 11: Surface and foul water drainage
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:21: discharge to surface water drainage under appropriate 11: Surface and foul water drainage
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:21:Resources entering surface water drainage, through maintenance 16: Construction environmental management plan
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:21: waste receptacles, grid covers and the presence of 11: Surface and foul water drainage requirement
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:22:Resources, ES Appendices 5A - Framework CEMP, entering any surface water drainage or water body. 11: Surface and foul water drainage
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:23:Resources geotextile wrapped sealed skip, container or earth 11: Surface and foul water drainage
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:23:Resources, ES Appendix 9C - WFD Assessment appropriately managed, and all foul waste disposed of 11: Surface and foul water drainage
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:24:ES Chapter 9 - Surface Water, Flood Risk and Water A drainage philosophy will be produced which will DCO Schedule 2 (Document Ref. 2.1): Requirement
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:24:Resources describe the routes for drains within the power plant, 11: Surface and foul water drainage
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:24: assessment. The proposed drainage system is to
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:24: include the use of sustainable drainage systems
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:24:Resources, 13 - Aquatic Ecology Storage Area Surface Water Drainage – the 11: Surface and foul water drainage
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:24:Resources site via the existing or new surface water outfall to the 11: Surface and foul water drainage
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:24: system will not be used to collect any drainage from Regulations 2016 (as amended)
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:24:Resources contamination with hydrocarbons and chemicals shall 11: Surface and foul water drainage
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:25:ES Chapter 9 - Surface Water, Flood Risk and Water Capture Plant Area Surface Water Drainage - The DCO Schedule 2 (Document Ref. 2.1): Requirement
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:25:Resources Capture Plant area shall be paved and kerbed/bunded 11: Surface and foul water drainage
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:26:Resources overflow weir and an inlet channel flow diversion valve 11: Surface and foul water drainage
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:26:Resources administration and control building, workshop and 11: Surface and foul water drainage
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:26:Resources, 13 - Aquatic Ecology, 14 – Marine Ecology will be prepared by the operator. The maintenance 11: Surface and foul water drainage
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:26:Resources, ES Appendix 9C -WFD Assessment sampling of process water prior to discharge. The 11: Surface and foul water drainage
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:27:ES Chapter 9 - Surface Water, Flood Risk and Water The Drainage Philosophy will require provisions for DCO Schedule 2 (Document Ref. 2.1): Requirement
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:27:Resources dealing with any chemical spillages and firewater. An 11: Surface and foul water drainage
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:29:Resources Development will be appropriately sized to 11: Surface and foul water drainage
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:29: flows will be accommodated in the design of drainage
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:38: drainage, and then backfilling subsoil, reinstating
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:51: accommodated in the design of drainage Infrastructure 11: Surface and foul water drainage
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:51: water drainage system).
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:51: detail measures to maintain Site drainage systems.
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:84: Land Drainage Consent and may also require a Water 16: Construction Environmental Management Plan
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:86:ES Appendix 9A - FRA In order to reduce the risks of drainage failure, DCO Schedule 2 (Document Ref. 2.1): Requirement
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:86: maintenance of the drainage system will be 12: Flood Risk Mitigation
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:86: prepared detailing each drainage feature on site, the
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:87: water drainage network.
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:7:Hydrogeology and removed, mitigated or managed. This will include details of how surface water drainage should
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:10: task, all subject to the Applicants’ approval. drainage requirement
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:14:Water Resources discharged to the Tees Bay via the outfall retention pond drainage
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:15: drainage
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:15:ES Chapters 9 - Surface A temporary drainage system will be developed during construction to prevent runoff DCO Schedule 2 (Document Ref. 2.1):
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:15:Water Resources, 14 - Discharge to surface water drains (directly or indirectly) will only be made with the permission of drainage
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:16: located where there is a risk of tidal flooding or within fluvial Flood Zone 2, additional measures drainage
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:16:Water Resources drainage under appropriate consent and / or agreement with Environment Agency and / or environmental management plan
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:16: drainage
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:16:ES Chapter 9 - Surface Debris and other material will be prevented from entering surface water drainage, through DCO Schedule 2 (Document Ref. 2.1):
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:16: drainage requirement
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:18:ES Chapters 9 - Surface Construction waste / debris are to be prevented from entering any surface water drainage or DCO Schedule 2 (Document Ref. 2.1):
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:18:Water Resources, ES identified and, where there is a risk that fine particulates or spillages could enter them, the drainage
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:18:Water Resources any drain, and to remove it from the Site for appropriate disposal at a suitably permitted waste drainage
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:18:Water Resources, ES drainage
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:19:ES Chapter 9 - Surface A drainage philosophy will be produced which will describe the routes for drains within the DCO Schedule 2 (Document Ref. 2.1):
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:19:Water Resources further defined in consultation with the Environment Agency, the Lead Local Flood Aauthority drainage
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:19: The proposed drainage system is to include the use of sustainable drainage systems (SuDS) to
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:19:ES Chapter 9 - Surface Diesel Generator, Tankage Area and Central Chemical Storage Area Surface Water Drainage – DCO Schedule 2 (Document Ref. 2.1):
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:19:Water Resources, 13 - area (excluding amine storage – see below) shall be paved and kerbed/bunded. Contaminated drainage
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:19:Water Resources used to collect any drainage from process equipment or from process paved areas for which drainage
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:19:Water Resources Interceptor Sumps shall be provided with isolation and be arranged to collect credible moderate drainage
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:20:ES Chapter 9 - Surface Capture Plant Area Surface Water Drainage - The Capture Plant area shall be paved and DCO Schedule 2 (Document Ref. 2.1):
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:20:Water Resources spillage and leakages from equipment. Amine contaminated water shall not be discharged to drainage
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:20:Water Resources manually) and the firewater run-off will overflow to the Fire Water Run-Off Collection pond for drainage
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:20:Water Resources be pumped off-site to the Northumbrian Water foul sewer connection. drainage
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:21:Water Resources, 13 - Development to reduce the risk of issues such as blockages which could lead to flooding, or drainage
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:21:Water Resources, ES permitting authority. In situ continuous monitoring of flow, temperature, total organic carbon drainage
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:22:ES Chapter 9 - Surface The Drainage Philosophy will require provisions for dealing with any chemical spillages and DCO Schedule 2 (Document Ref. 2.1):
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:22:Water Resources involving loss of containment of hazardous substances and will implemented as part of the drainage
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:23:Water Resources on expected flows will be accommodated in the design of drainage Infrastructure. drainage
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:30: the trench, re-instating drainage, and then backfilling subsoil, reinstating overburden. Given the biodiversity
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:39:ES Chapter 21- Climate Climate change influence expected flows will be accommodated in the design of drainage DCO Schedule 2 (Document Ref. 2.1):
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:39: attenuation ponds in the surface water drainage system). drainage
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:39:Change that will detail measures to maintain Site drainage systems. Requirement 16: Construction
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:68:ES Appendix 9A - FRA Any proposed works to the watercourses may require Land Drainage Consent and may also DCO Schedule 2 (Document Ref. 2.1):
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:69:ES Appendix 9A - FRA In order to reduce the risks of drainage failure, maintenance of the drainage system will be DCO Schedule 2 (Document Ref. 2.1):
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:69: manual will be prepared detailing each drainage feature on site, the maintenance required,
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:70: exceedance of the surface water drainage network. Requirement 16: Construction
EN010103-001875-Redcar and Cleveland Borough Council.pdf:21: drainage works undertaken from the
EN010103-001875-Redcar and Cleveland Borough Council.pdf:76: owing to poor drainage. Options throughout the conservation area in
EN010103-001875-Redcar and Cleveland Borough Council.pdf:76: including improvements to drainage, conjunction with bitumen-bound gravel
EN010103-001875-Redcar and Cleveland Borough Council.pdf:82: alteration. While the wooded parkland drainage and the appearance of the
EN010103-001875-Redcar and Cleveland Borough Council.pdf:114: drainage from the escarpment, together like a causeway above the level of the
EN010103-001875-Redcar and Cleveland Borough Council.pdf:142: natural drainage have together created
EN010103-001017-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 3.pdf:29:The LLFA would expect the applicant to submit a Surface Water Drainage Strategy and Construction
EN010103-002743-Applicant NZT DCO 1.2 - Application Guide - March 2023.pdf:16: Drainage Plan Rev. 2.0
EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:42: Discharge Type: Trade Discharges - Site Drainage
EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:43: Discharge Type: Trade Discharges - Site Drainage
EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:87: groundwater medium, drainage Infrastructure low to medium and artificial sources
EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:88: drainage and flood risk mitigation for the Proposed Development, including
EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:99: foul water drainage (taking account of flood risk mitigation).
EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:119: drainage Infrastructure low to medium and artificial sources low. Section 9.10
EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:119: water drainage and flood risk mitigation for the Proposed Development,
EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:134: 2.22.2) that the construction of Requirement 11 ‘Surface and foul water drainage’ of the draft DCO secures
EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:134: pipelines creates corridors of surface details of temporary surface water and drainage systems, including means of
EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:134: inadequate or excessive drainage,
EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:135: drainage systems to control run-off.
EN010103-001280-Rule 6 Letter.pdf:43: • water environment effects including drainage, flood
EN010103-001214-NZT DCO 2.1 - Draft Development Consent Order - Oct 2021 Rev.2.0.pdf:18: 17.—(1) The undertaker may use any watercourse or any public sewer or drain for the drainage
EN010103-001214-NZT DCO 2.1 - Draft Development Consent Order - Oct 2021 Rev.2.0.pdf:18: (interpretation) of the Harbours Act 1964©, an internal drainage board, a joint planning
EN010103-001214-NZT DCO 2.1 - Draft Development Consent Order - Oct 2021 Rev.2.0.pdf:37: telecommunications connections, surface water drainage, security fencing and gates,
EN010103-001214-NZT DCO 2.1 - Draft Development Consent Order - Oct 2021 Rev.2.0.pdf:38: (a) surface water drainage systems, storm water attenuation systems including storage basins,
EN010103-001214-NZT DCO 2.1 - Draft Development Consent Order - Oct 2021 Rev.2.0.pdf:38: oil water separators, including works to existing drainage systems;
EN010103-001214-NZT DCO 2.1 - Draft Development Consent Order - Oct 2021 Rev.2.0.pdf:39: (b) electrical, gas, potable water supply, carbon dioxide, foul water drainage and
EN010103-001214-NZT DCO 2.1 - Draft Development Consent Order - Oct 2021 Rev.2.0.pdf:40: © surface water drainage.
EN010103-001214-NZT DCO 2.1 - Draft Development Consent Order - Oct 2021 Rev.2.0.pdf:44:Surface and foul water drainage
EN010103-001214-NZT DCO 2.1 - Draft Development Consent Order - Oct 2021 Rev.2.0.pdf:44:preliminary works, until details of the temporary surface and foul water drainage systems,
EN010103-001214-NZT DCO 2.1 - Draft Development Consent Order - Oct 2021 Rev.2.0.pdf:44:flood authority and relevant internal drainage board, approved by the relevant planning authority.
EN010103-001214-NZT DCO 2.1 - Draft Development Consent Order - Oct 2021 Rev.2.0.pdf:44: (3) Details of the permanent surface and foul water drainage systems, including a programme
EN010103-001214-NZT DCO 2.1 - Draft Development Consent Order - Oct 2021 Rev.2.0.pdf:44:Agency and relevant internal drainage board, approved by the relevant planning authority prior to
EN010103-001214-NZT DCO 2.1 - Draft Development Consent Order - Oct 2021 Rev.2.0.pdf:44:separate schemes for the foul and surface water drainage systems.
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:67: • Temporary drainage system during construction/decommissioning to prevent
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:67: formal drainage strategy. Water quality testing of any treated water prior to
EN010103-002329-NZT DCO 1.2 - Application Guide Oct 2022 (D9).pdf:17: Drainage Plan Rev. 1.0
EN010103-001182-NZT EL (14).pdf:6: 4.13 - Surface Water Drainage Plan
EN010103-001182-NZT EL (14).pdf:34: 4.13 Rev 1 - Surface Water Drainage Plan
EN010103-001182-NZT EL (14).pdf:88: Deadline 12 Submission - 4.13 - Surface Water Drainage Plan -
EN010103-001182-NZT EL (8).pdf:6: 4.13 - Surface Water Drainage Plan
EN010103-001182-NZT EL (8).pdf:34: 4.13 Rev 1 - Surface Water Drainage Plan
EN010103-001182-NZT EL (8).pdf:88: Deadline 12 Submission - 4.13 - Surface Water Drainage Plan -
EN010103-001158-NZT DCO 5.6 - Gas Connection and Pipelines Statement.pdf:15: testing the pipe integrity, re-instating land drainage, and then backfilling subsoil,
EN010103-002643-NZT DCO 9.51 - Applicants' Response to ExA's RFI dated 2 Nov 2022 - Nov 22 (D13).pdf:3: SuDS Sustainable urban drainage systems
EN010103-000840-NZT DCO 4.8.2 Electrical Connection Plans Sheet 2.pdf:1: RAIL LINE & DRAINAGE DITCH) - Scale @ A1 Zone / Mileage
EN010103-000899-NZT DCO 6.2.13 ES Vol I Chapter 13 Aquatic Ecology and Nature Conservation.pdf:23: linear drainage
EN010103-000899-NZT DCO 6.2.13 ES Vol I Chapter 13 Aquatic Ecology and Nature Conservation.pdf:32: development of temporary drainage system; an appropriate timing of
EN010103-000899-NZT DCO 6.2.13 ES Vol I Chapter 13 Aquatic Ecology and Nature Conservation.pdf:33: • a suitable surface water drainage system, which will focus on the PCC
EN010103-000899-NZT DCO 6.2.13 ES Vol I Chapter 13 Aquatic Ecology and Nature Conservation.pdf:33: Site (drainage will not be required for the other Connections) and will
EN010103-000899-NZT DCO 6.2.13 ES Vol I Chapter 13 Aquatic Ecology and Nature Conservation.pdf:33: The proposed drainage system is to include the use of sustainable
EN010103-000899-NZT DCO 6.2.13 ES Vol I Chapter 13 Aquatic Ecology and Nature Conservation.pdf:33: drainage systems (SuDS) to provide treatment of runoff to ensure
EN010103-000899-NZT DCO 6.2.13 ES Vol I Chapter 13 Aquatic Ecology and Nature Conservation.pdf:33: future drainage philosophy will be discussed, refined and agreed in
EN010103-001446-NZT DCO 4.13 Rev 1 - Surface Water Drainage Plan.pdf:1: SURFACE WATER DRAINAGE COLLECTION
EN010103-001446-NZT DCO 4.13 Rev 1 - Surface Water Drainage Plan.pdf:1: SURFACE WATER DRAINAGE COLLECTION IN
EN010103-001446-NZT DCO 4.13 Rev 1 - Surface Water Drainage Plan.pdf:1: DRAINAGE PLAN
EN010103-001982-NZT DCO 8.3 - STDC SoCG - August 2022(D5) - Clean.pdf:34: water drainage
EN010103-001516-TEXT_ISH2_Session2_NetZeroTeeside_11052022.pdf:3:Thank you. Requirements 11 surface and foul water drainage does the Kemp instruction manual plan
EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf:18: and operate the Project. These include an environmental permit, land drainage consent,
EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf:28: o surface water drainage systems, storm water attenuation systems including storage
EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf:28: basins, oil water separators, including works to existing drainage systems;
EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf:28: o electrical, gas, potable water supply, carbon dioxide, foul water drainage and
EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf:79: • Land drainage consent;
EN010103-002531-NZT DCO 3.1 - Book of Reference (Tracked) Nov 2022 (D12).pdf:125: unnamed track, drainage Middlesbrough Wilton International
EN010103-002531-NZT DCO 3.1 - Book of Reference (Tracked) Nov 2022 (D12).pdf:131: shrubbery, drainage channel, Wilton International Sembcorp UK Headquarters
EN010103-002531-NZT DCO 3.1 - Book of Reference (Tracked) Nov 2022 (D12).pdf:1260: track, drainage channel, apparatus east A178, 43 Church Street West
EN010103-002531-NZT DCO 3.1 - Book of Reference (Tracked) Nov 2022 (D12).pdf:1264: grassland, shrubbery, drainage channel, The Akzonobel Building
EN010103-000906-NZT DCO 6.2.22 ES Vol I Chapter 22 Major Accidents and Natural Disasters.pdf:29: reach local watercourses drainage system.
EN010103-000906-NZT DCO 6.2.22 ES Vol I Chapter 22 Major Accidents and Natural Disasters.pdf:29: Therefore, this would be a facilities and drainage systems
EN010103-000906-NZT DCO 6.2.22 ES Vol I Chapter 22 Major Accidents and Natural Disasters.pdf:31: water courses including the drainage system.
EN010103-000906-NZT DCO 6.2.22 ES Vol I Chapter 22 Major Accidents and Natural Disasters.pdf:31: major accident with the facilities and drainage systems
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:14: • A temporary drainage system will be developed to prevent runoff
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:15: isolated for treatment before discharge to surface water drainage
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:15: water drainage, through maintenance of a clean and tidy site,
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:18: surface water drainage or water body;
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:18: require Land Drainage Consent and may also require a Water
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:20: 17.—(1) The undertaker may use any watercourse or any public sewer or drain for the drainage
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:20: (interpretation) of the Harbours Act 1964©, an internal drainage board, a joint planning
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:41: telecommunications connections, surface water drainage, security fencing and gates,
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:43: (a) surface water drainage systems, storm water attenuation systems including storage basins,
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:43: oil water separators, including works to existing drainage systems;
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:43: (b) electrical, gas, potable water supply, carbon dioxide, foul water drainage and
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:44: © surface water drainage.
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:48:Surface and foul water drainage
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:48:preliminary works, until details of the temporary surface and foul water drainage systems,
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:48:local flood authority, the relevant internal drainage board, Sembcorp and STDC, approved by the
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:48: (3) Details of the permanent surface and foul water drainage systems, including a programme
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:48:Agency and relevant internal drainage board, approved by the relevant planning authority prior to
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:49:separate schemes for the foul and surface water drainage systems.
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:52: (g) surface and foul water drainage measures that are in accordance with the surface and foul
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:52: water drainage scheme submitted under requirement 11(1); and
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:184: drainage works, as affect the apparatus.
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:21:9.3.35 The understanding of drainage arrangements assessed is based on BP
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:21: supplied data. The drainage strategy will be subject to further development, in
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:34:Dabholm Tees Dabholm Beck is a drainage Refer to the Dabholm Gut description
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:35:Channel Transitional drainage cut between the during the site visit, but aerial
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:37: related to drainage Infrastructure in the industrial areas, and many are
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:37: drainage channels are visible above ground and are typically of the order of
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:39: material to the sea from livestock, sewage and urban drainage via rivers and
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:48: drainage ditches.
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:49:bodies directly. Tees Sherwood drainage ditches
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:50:site. A drainage quality. The ZoI for Tees
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:69: other liquid/chemical substances within existing drainage and other
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:70: existing drainage Infrastructure that may also contain liquid chemicals and
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:70: into waterbodies indirectly via existing drainage systems or overland. Due to
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:71: • GPP3: Use and design of oil separators in surface water drainage
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:72: • C609 (2004) Sustainable Drainage Systems, hydraulic, structural and
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:72: • A temporary drainage system will be developed to prevent runoff
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:73: before discharge to surface water drainage under appropriate consent
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:73: drainage, through maintenance of a clean and tidy site, provision of
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:74: water drainage or water body.
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:79: drainage Infrastructure has the potential to mobilise sediments e.g. soils
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:79: through existing drainage Infrastructure. However, implementation of best
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:80: drainage Infrastructure could discharge to Tees Bay through the existing
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:84: drainage system. Given this mitigation, any residual impact would be
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:85: drainage system. Given this mitigation, any residual impact would be
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:85: CEMP, temporary site drainage systems and spillage controls and response
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:88: Surface Water Drainage
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:88:9.7.98 A new surface water drainage network and management system will be
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:88: hardstanding. The connection corridors will not require drainage. As surface
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:88:9.7.100 The drainage strategy for the PCC will be defined in consultation with the
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:88: drainage system is to include the use of sustainable drainage systems
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:88:9.7.101 The key objectives of the site drainage system are to provide a drainage
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:88: firefighting effluent. Clean water, storm water and firewater drainage are
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:88: areas and use of rain shelters. Gravity drainage is also used wherever
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:88: chemical drainage and all chemical drainage and spills are to be contained
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:88: locally for off-site disposal. Drainage of small volumes from equipment for
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:89: Water (PCSW) drainage system, described later on in this section.
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:89: Open Drainage System
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:89: waste facility via vacuum truck. The open drainage system will be designed
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:89: • Power plant surface water drainage;
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:89: • Carbon plant area surface water drainage;
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:90: • Common utilities area surface water drainage;
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:90: • Surface water drainage; and
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:90:9.7.109 The maintenance required for SuDS and drainage networks will be based on
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:90: management of vegetated drainage systems (e.g. ponds) are described in
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:90: emptying. The drainage strategy should also outline the consequences for
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:90: the drainage system should the Proposed Development close or be
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:90: Amine Drainage Systems
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:90: Foul Water Drainage
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:91: Process Water Drainage
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:92: environment and property. As described above, all aspects of the drainage
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:93: the new drainage pipeline and outfall. Surface water runoff may therefore
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:93: frequency for maintaining drainage Infrastructure proposed on the Site. The
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:93: drainage system are outlined above under ‘Operation Phase Mitigation’.
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:93:9.7.129 Given that the Drainage Strategy will have to meet standards required by the
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:106: drainage system (including treatment and isolation potential), and that
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:116: CIRIA (2004). C609 Sustainable Drainage Systems, hydraulic, structural
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:138: Site Drainage Estuary
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:138: 1992 Site Drainage
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:139: Site Drainage Kettle Beck
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:161:Permitting requirements. Sustainable drainage systems will be installed following redevelopment which
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:183:as outfall details, pipe size and surface water drainage rates are still to be finalised. It is therefore
EN010103-001182-NZT EL (4).pdf:6: 4.13 - Surface Water Drainage Plan
EN010103-001182-NZT EL (4).pdf:34: 4.13 Rev 1 - Surface Water Drainage Plan
EN010103-001182-NZT EL (4).pdf:88: Deadline 12 Submission - 4.13 - Surface Water Drainage Plan -
EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:68: • Temporary drainage system during construction/decommissioning to prevent
EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:68: formal drainage strategy. Water quality testing of any treated water prior to
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:20: 17.—(1) The undertaker may use any watercourse or any public sewer or drain for the drainage
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:20: of the Harbours Act 1964©, an internal drainage board, a joint planning board, a local
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:41: telecommunications connections, surface water drainage, security fencing and gates,
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:43: (a) surface water drainage systems, storm water attenuation systems including storage basins,
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:43: oil water separators, including works to existing drainage systems;
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:43: (b) electrical, gas, potable water supply, carbon dioxide, foul water drainage and
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:44: © surface water drainage.
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:48:Surface and foul water drainage
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:48:preliminary works, until details of the temporary surface and foul water drainage systems, including
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:48:the relevant internal drainage board , Sembcorp and STDC, approved by the relevant planning
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:48: (3) Details of the permanent surface and foul water drainage systems, including a programme for
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:48:and relevant internal drainage board, approved by the relevant planning authority prior to the start
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:48:separate schemes for the foul and surface water drainage systems.
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:51: (g) surface and foul water drainage measures that are in accordance with the surface and foul
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:51: water drainage scheme submitted under requirement 11(1); and
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:185: drainage works, as affect the apparatus.
EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf:210: has a 50% interest in Surmont, a Steam-Assisted Gravity Drainage Rincón la Ceniza Block have confirmed the oil potential of those
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:19: 17.—(1) The undertaker may use any watercourse or any public sewer or drain for the drainage
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:20: (interpretation) of the Harbours Act 1964(b), an internal drainage board, a joint planning
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:42: telecommunications connections, surface water drainage, security fencing and gates,
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:43: (a) surface water drainage systems, storm water attenuation systems including storage basins,
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:43: oil water separators, including works to existing drainage systems;
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:43: (b) electrical, gas, potable water supply, carbon dioxide, foul water drainage and
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:45: © surface water drainage; and
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:49:Surface and foul water drainage
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:49:preliminary works, until details of the temporary surface and foul water drainage systems,
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:49:local flood authority, the relevant internal drainage board, Sembcorp and STDC, approved by the
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:50: (3) Details of the permanent surface and foul water drainage systems, including a programme
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:50:Agency, relevant internal drainage board and Sembcorp, approved by the relevant planning
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:50:separate schemes for the foul and surface water drainage systems.
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:53: (g) surface and foul water drainage measures that are in accordance with the surface and foul
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:53: water drainage scheme submitted under requirement 11(1);
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:222: drainage works, as affect the apparatus.
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:231: surface water drainage) and all rights relating to the NSMP pipelines;
EN010103-002250-NZT DCO 1.2 - Application Guide - Sept 2022(D8).pdf:17: Drainage Plan Rev. 1.0
EN010103-001150-NZT DCO 6.4.48 ES Vol III Appendix 24C Statement of Combined Effects.pdf:17: flood risk as a result of increased surface • a temporary drainage system will be developed to prevent runoff contaminated with fine
EN010103-001637-ClientEarth - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:11:“indicative surface water drainage plan” means the document of that name identified in
EN010103-001637-ClientEarth - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:11:State as the indicative surface water drainage plan for the purposes of this Order;
EN010103-001637-ClientEarth - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:37: telecommunications connections, surface water drainage, security fencing and gates, and
EN010103-001637-ClientEarth - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:37: telecommunications connections, surface water drainage, security fencing and gates, and
EN010103-001637-ClientEarth - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:38: junction with the A18, barriers, enclosures, drainage and lighting;
EN010103-001637-ClientEarth - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:38: of an existing drainage channel, the maintenance and improvement of an existing private
EN010103-001637-ClientEarth - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:38: strengthening works, drainage, enclosures and lighting.
EN010103-001637-ClientEarth - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:38: construction staff welfare facilities, surface water drainage and gatehouse and
EN010103-001637-ClientEarth - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:38: private bridge crossing, surfacing, drainage and strengthening works, barriers and
EN010103-001637-ClientEarth - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:38: (a) surface water drainage systems, storm water attenuation systems including storage basins,
EN010103-001637-ClientEarth - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:38: oil water separators, including channelling and culverting and works to existing drainage
EN010103-001637-ClientEarth - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:38: (b) electrical, gas, potable water supply, foul water drainage and telecommunications
EN010103-001637-ClientEarth - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:43: (g) surface water drainage.
EN010103-001637-ClientEarth - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:43: drainage channel;
EN010103-001637-ClientEarth - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:43: (e) surface water drainage;
EN010103-001637-ClientEarth - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:98: Indicative surface water drainage plan 4.13
EN010103-002236-NZT DCO 8.4 - MMO SoCG (Tracked) - Sept 2022(D8).pdf:17: Quality Foul Water Drainage) and Draft DCO Requirement 12 (Flood
EN010103-001241-SembcorpRepresentation_NZTApplication_171221(115054462.1).pdf:2:pipeline, gas supply, electricity cables and drainage are substantially wider than
EN010103-000841-NZT DCO 4.8.3 Electrical Connection Plans Sheet 3.pdf:1: DRAINAGE DITCH) - HDD (NEW)
EN010103-002600-Applicant - Cover email.pdf:1: 15. Updated Indicative Surface Water Drainage Plan (Document ref. 4.13).
EN010103-001182-NZT EL (1).pdf:6: 4.13 - Surface Water Drainage Plan
EN010103-001182-NZT EL (1).pdf:34: 4.13 Rev 1 - Surface Water Drainage Plan
EN010103-001182-NZT EL (1).pdf:88: Deadline 12 Submission - 4.13 - Surface Water Drainage Plan -
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:70: • Temporary drainage system during construction/decommissioning to prevent
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:71: by a formal drainage strategy. Water quality testing of any treated water prior to
EN010103-001472-NZT DCO 2.1 - Draft DCO - Apr 2022.pdf:18: 17.—(1) The undertaker may use any watercourse or any public sewer or drain for the drainage
EN010103-001472-NZT DCO 2.1 - Draft DCO - Apr 2022.pdf:18: (interpretation) of the Harbours Act 1964©, an internal drainage board, a joint planning
EN010103-001472-NZT DCO 2.1 - Draft DCO - Apr 2022.pdf:37: telecommunications connections, surface water drainage, security fencing and gates,
EN010103-001472-NZT DCO 2.1 - Draft DCO - Apr 2022.pdf:38: (a) surface water drainage systems, storm water attenuation systems including storage basins,
EN010103-001472-NZT DCO 2.1 - Draft DCO - Apr 2022.pdf:38: oil water separators, including works to existing drainage systems;
EN010103-001472-NZT DCO 2.1 - Draft DCO - Apr 2022.pdf:39: (b) electrical, gas, potable water supply, carbon dioxide, foul water drainage and
EN010103-001472-NZT DCO 2.1 - Draft DCO - Apr 2022.pdf:40: © surface water drainage.
EN010103-001472-NZT DCO 2.1 - Draft DCO - Apr 2022.pdf:44:Surface and foul water drainage
EN010103-001472-NZT DCO 2.1 - Draft DCO - Apr 2022.pdf:44:preliminary works, until details of the temporary surface and foul water drainage systems,
EN010103-001472-NZT DCO 2.1 - Draft DCO - Apr 2022.pdf:44:flood authority and relevant internal drainage board, approved by the relevant planning authority.
EN010103-001472-NZT DCO 2.1 - Draft DCO - Apr 2022.pdf:44: (3) Details of the permanent surface and foul water drainage systems, including a programme
EN010103-001472-NZT DCO 2.1 - Draft DCO - Apr 2022.pdf:44:Agency and relevant internal drainage board, approved by the relevant planning authority prior to
EN010103-001472-NZT DCO 2.1 - Draft DCO - Apr 2022.pdf:44:separate schemes for the foul and surface water drainage systems.
EN010103-002175-NZT DCO 1.2 - Application Guide - Sept 2022(D7).pdf:16: Drainage Plan Rev. 1.0
EN010103-002511-NZT DCO 8.3 - STDC SoCG (Tracked) - Nov 2022 (D12).pdf:36: water drainage
EN010103-002183-NZT DCO 9.32 - Applicants' Comments on Deadline 6 Submissions - Sept 2022(D7).pdf:3: SuDS Sustainable urban drainage systems
EN010103-002183-NZT DCO 9.32 - Applicants' Comments on Deadline 6 Submissions - Sept 2022(D7).pdf:15: (permanent drainage systems) and R18(1) (construction traffic management plan).
EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf:200: in point 2.1.2 of this chapter. has a 50% interest in Surmont, a Steam-Assisted Gravity Drainage
EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:18: 17.—(1) The undertaker may use any watercourse or any public sewer or drain for the drainage
EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:18: (interpretation) of the Harbours Act 1964(32c), an internal drainage board, a joint
EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:37: telecommunications connections, surface water drainage, security fencing and gates,
EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:38: (a) surface water drainage systems, storm water attenuation systems including storage basins,
EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:38: oil water separators, including works to existing drainage systems;
EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:39: (b) electrical, gas, potable water supply, carbon dioxide, foul water drainage and
EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:40: © surface water drainage.
EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:44:Surface and foul water drainage
EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:44:preliminary works, until details of the temporary surface and foul water drainage systems,
EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:44:local flood authority and , the relevant internal drainage board and STDC, approved by the
EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:44: (3) Details of the permanent surface and foul water drainage systems, including a programme
EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:44:Agency and relevant internal drainage board, approved by the relevant planning authority prior to
EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:44:separate schemes for the foul and surface water drainage systems.
EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:47: (g) surface and foul water drainage measures that are in accordance with the surface and foul
EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:47: water drainage scheme submitted under requirement 11(1); and
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:9: Drainage / Hydrogeological Mapping
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:83:EC2_H_10000_ Yorkshire - 1856 marsh is crossed by numerous drainage ditches and cuts, the
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:83: drainage system is located at the nearest section of the
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:86: There appears to be a pond, 50 m by 20 m, with drainage from
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:91: settlement and disposal of waste in drainage pens off the north-
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:103: improvement to the local drainage with a drain east of the playing
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:108: drainage via the Western Channel.
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:118: Marsh. Drainage of the area is complex with a combination of
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:123: sand and drainage channels. This area between the Low Water
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:125: drainage cut adjacent to Tees Dock Road and Teesport Depot,
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:130: • Drainage network (no longer present);
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:175: Type: Trade Discharges - Site Drainage
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:216: site drainage will seep into underlying fill and within preferential pathways
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:216: such as relict drains towards the Tees Bay / North Sea. Drainage from the
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:216: Water Connection Corridors is likely to split with drainage from the northern
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:217: portion going to the North Sea, and drainage from the western portion going
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:217: likely to be significant attenuation for most contaminants before drainage
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:2:Diagram 9-2: Open Drainage System conceptual flow diagram (BP supplied)…… 9-73
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:3: hydromorphology, flood risk, and drainage.
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:4: • Land Drainage Act 1991;
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:7: as Lead Local Flood Authorities (LLFAs) and Internal Drainage Boards. Local
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:7: quality in the natural environment as well as surface water drainage and
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:8: Sustainable Drainage Systems Guidance
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:8:9.2.15 Planning policy encourages developers to include sustainable drainage
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:8: • DMRB CD532 Vegetated Drainage Systems for Highways Runoff
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:8: • DMRB CG 501 Design of Highway Drainage Systems (Highways
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:9: Drainage plans must be submitted incorporating SuDS unless it is
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:9: demonstrated that they would be inappropriate. The drainage system
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:10: Tees Valley Authorities – Local Standards for Sustainable Drainage
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:10: document entitled ‘Local Standards for Sustainable Drainage’ in 2015 (The
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:14:Drainage: A summary of potential drainage Refer to Section 9.5
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:14:The ES should describe the drainage arrangements are outlined and an Development Design
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:23:9.3.15 The appropriateness of the surface water drainage measures in terms of
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:24: fluvial, surface water, groundwater, tidal, artificial sources and drainage
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:24: drainage ditch of low conservation value and biodiversity with limited other
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:29:9.3.35 The understanding of drainage arrangements assessed herein is based on
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:29: information provided by bp. The drainage strategy will be subject to further
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:32: to drainage Infrastructure in the industrial areas, and many are culverted beneath
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:32: being in culvert have minimal biodiversity value. In places, the drainage channels
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:36:Dabholm Tees Dabholm Beck is a drainage Refer to the Dabholm Gut description
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:37:Channel Transitional drainage cut between the during the site visit, but aerial
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:48: to the sea from livestock, sewage and urban drainage via rivers and streams,
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:61: surface water drainage systems, combined sewer and culverted watercourse
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:61: when rainwater does not drain away through the normal drainage systems or
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:61: Existing Drainage Infrastructure
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:61:9.4.135 The existing surface water drainage systems within the PCC Site collect runoff
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:61: Tees. Flooding from drainage Infrastructure within the Redcar and Cleveland
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:61: Eston (located to the south west of the Site), identified as a critical drainage
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:62: at low to medium risk of flooding from drainage Infrastructure.
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:67: • flooding from existing drainage Infrastructure – Low to Medium
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:67: the dismantling and removal of existing drainage Infrastructure. This will be
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:67: waterbodies indirectly via existing drainage systems or overland. Due to past
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:68: • GPP 3: Use and design of oil separators in surface water drainage
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:69: • C609 (2004) Sustainable Drainage Systems, hydraulic, structural and
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:70: sustainable drainage systems installed.
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:74: Surface Water Drainage
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:74:9.5.33 A new surface water drainage network and management system will be
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:74: site operations. The connection corridors will not require additional drainage
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:74:9.5.34 A schematic of the potential drainage philosophy is included on the Indicative
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:74: Surface Water Drainage Plans (Document Ref. 4.13). This will be further
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:74:9.5.35 The proposed surface water drainage system is to include the use of
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:74: sustainable drainage systems (SuDS) to provide treatment of runoff from
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:74: water quality and habitat of receiving water bodies are avoided. The drainage
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:74: case of amine contaminated water for off-site disposal. Gravity drainage is
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:74:9.5.36 The open drainage system consists of the following, and is summarised
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:74: • power plant surface water drainage;
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:74: • capture plant area surface water drainage;
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:74: • common utilities area surface water drainage; and
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:74: water drainage.
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:74: surface water drainage system for areas of site drainage that may contain
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:74: chemical pollutants from minor leaks and spills (i.e. surface water drainage
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:75: be separated from the main ‘clean’ surface water drainage system using
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:75:Diagram 9-2: Open Drainage System conceptual flow diagram (BP supplied)
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:75: Therefore, the surface water drainage system will include suitable measures
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:75: 6.4) includes the requirement for a detailed Drainage Strategy to be
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:75: developed. The drainage strategy will also outline the consequences for the
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:75: drainage system should the Proposed Development close or be
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:75: drainage systems proposed on the Site. It is anticipated that this will be
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:78: how surface water drainage should be managed at the PCC Site during
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:80: water quality. Furthermore, any existing drainage assets on the PCC Site that
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:82: temporary drainage system is in place and maintained throughout the
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:83: Potential Flood Risk – Drainage Infrastructure and Artificial Sources During
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:84: drainage pipeline and outfall if not controlled. Discharge of a range of
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:84: water drainage and some of the common utilities areas as described in
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:86:9.6.41 The Drainage Philosophy will require provisions for dealing with chemical
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:86: foul water system. Further details regarding the surface water drainage
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:86: access and frequency for maintaining drainage Infrastructure proposed on the
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:87:9.6.43 Given that the Drainage Strategy will have to meet standards required by the
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:89: be constructed as part of the Proposed Development for drainage purposes).
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:92:9.6.76 A Drainage Strategy will be prepared for the Proposed Development which
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:92: existing conditions where the drainage arrangements are dated.
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:92: Flooding from Drainage Infrastructure during Operation
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:92: Insufficient or reduced drainage capacity within the sewer network can result
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:92: in drainage capacity being exceeded causing extensive surface water
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:92: and drains, causing the drainage network to backup and surcharge causing
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:93: be accommodated in the design of drainage Infrastructure. Given this, the
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:94: of the surface water drainage network. More details are provided in the
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:95: Development during construction. Drainage and effluent from the Tees
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:95: CCPP is proposed to discharge the Wilton Site Drainage System, and
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:98:9.9.3 It is assumed that drainage strategies for all of the above developments have
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:100:sources during (construction workers) temporary site drainage significant)
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:100:water sources during (construction workers) temporary site drainage significant)
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:100:groundwater sources (construction workers) temporary site drainage significant)
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:101:Flooding from drainage Flood Risk: Very High Negligible Slight (not significant) None proposed. Slight adverse (not
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:101:drainage Infrastructure
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:101:Surface Watercourses: (Tees Bay): Very High (Tees Bay): Slight Drainage Strategy which (Tees Bay): Slight
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:101:water quality of Tees Bay (Tees Bay): Very High significant) Drainage Strategy which significant)
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:101:water quality of Tees Bay (Tees Bay): Very High significant) Drainage Strategy which significant)
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:102:sources during operation High significant) drainage strategy significant)
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:102:sources during operation High drainage strategy
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:103:groundwater sources drainage strategy
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:103:Flooding from drainage Flood Risk: Low Minor adverse Slight adverse (not Implementation of the Slight adverse (not
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:103:Infrastructure and artificial significant) drainage strategy significant)
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:104: CIRIA (2004). C609 Sustainable Drainage Systems, hydraulic, structural
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:105: Defra (2015). Sustainable Drainage Systems: non-statutory technical
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:106: 103/06, Vegetated Drainage Systems for Highway Runoff. Birmingham:
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:107: 33/16, Surface and Subsurface Drainage Systems for Highways.
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:107: Road Drainage and the Water Environment. Birmingham: Highways
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:109: Drainage Online. Available at:
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:109: ocal_standards_for_suitable_drainage
EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:21: Discharge Type: Trade Discharges - Site Drainage
EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:21: Discharge Type: Trade Discharges - Site Drainage (Contaminated Surface Water, Not Waste
EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:23: Discharge Type: Trade Discharges - Site Drainage
EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:23: Discharge Type: Trade Discharges - Site Drainage
EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:36: Discharge Type: Trade Effluent Discharge-Site Drainage
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:45: implementation of a temporary drainage system during the construction
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:46:14.5.23 A formal drainage strategy will be developed for the operational phase of the
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:46: Proposed Development. This will include a suitable surface water drainage
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:46: network (i.e. compliant Sustainable Drainage System (SuDS)) which will
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:56:14.6.34 The implementation of the temporary drainage system, outlined in Section
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:59: drainage and marine vessels, accidental spillages of fuel, oils and chemicals,
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:60: installation of a temporary drainage system to manage surface water run-off.
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:60: It is not currently known where the temporary drainage system would
EN010103-002418-NZT DCO 7.13a - Notification of Further Proposed Changes - Oct 2022 (D11).pdf:3: SuDS Sustainable urban drainage systems
EN010103-002418-NZT DCO 7.13a - Notification of Further Proposed Changes - Oct 2022 (D11).pdf:11: • Surface Water Drainage Plan.
EN010103-000917-NZT DCO 6.2.24 ES Vol I Chapter 24 Cumulative and Combined Effects.pdf:39: Drainage and effluent from the Tees
EN010103-000917-NZT DCO 6.2.24 ES Vol I Chapter 24 Cumulative and Combined Effects.pdf:40: Wilton Site Drainage System, and
EN010103-000917-NZT DCO 6.2.24 ES Vol I Chapter 24 Cumulative and Combined Effects.pdf:40: Drainage is likely to tie into the Wilton
EN010103-000917-NZT DCO 6.2.24 ES Vol I Chapter 24 Cumulative and Combined Effects.pdf:40: Site Drainage System, and ultimately
EN010103-000917-NZT DCO 6.2.24 ES Vol I Chapter 24 Cumulative and Combined Effects.pdf:44:24.5.31 It is assumed that drainage strategies for all of the ‘scoped in’ developments
EN010103-002504-NZT DCO 7.13b - Letter Requesting Further Proposed Change - Nov 2022 (D12).pdf:4:15. Surface Water Drainage Plan (Document Ref. 4.13).
EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:67: • Temporary drainage system during construction/decommissioning to prevent
EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:67: formal drainage strategy. Water quality testing of any treated water prior to
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:8: include details of how surface water drainage should
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:11: storage areas for any hazardous or polluting materials 11: Surface and foul water drainage requirement
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:17:Resources runoff will be discharged to an attenuation pond prior 11: Surface and foul water drainage
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:18: existing waterbody, arising from construction activities 11: Surface and foul water drainage
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:18:ES Chapters 9 - Surface Water, Flood Risk and Water A temporary drainage system will be developed during DCO Schedule 2 (Document Ref. 2.1): Requirement
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:18:Resources, 14 - Marine Ecology and Nature construction to prevent runoff contaminated with fine 11: Surface and foul water drainage
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:19: ground is sloping, subject to on- site risk assessment 11: Surface and foul water drainage
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:19: discharge to surface water drainage under appropriate 11: Surface and foul water drainage
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:19:Resources entering surface water drainage, through maintenance 16: Construction environmental management plan
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:19: waste receptacles, grid covers and the presence of 11: Surface and foul water drainage requirement
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:21:Resources, ES Appendices 5A - Framework CEMP, entering any surface water drainage or water body. 11: Surface and foul water drainage
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:21:Resources geotextile wrapped sealed skip, container or earth 11: Surface and foul water drainage
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:21:Resources, ES Appendix 9C - WFD Assessment appropriately managed, and all foul waste disposed of 11: Surface and foul water drainage
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:22:ES Chapter 9 - Surface Water, Flood Risk and Water A drainage philosophy will be produced which will DCO Schedule 2 (Document Ref. 2.1): Requirement
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:22:Resources describe the routes for drains within the power plant, 11: Surface and foul water drainage
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:22: proposed drainage system is to include the use of
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:22: sustainable drainage systems (SuDS) to provide
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:23:Resources, 13 - Aquatic Ecology Storage Area Surface Water Drainage – the 11: Surface and foul water drainage
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:23:Resources site via the existing or new surface water outfall to the 11: Surface and foul water drainage
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:23: system will not be used to collect any drainage from Regulations 2016 (as amended)
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:23:Resources contamination with hydrocarbons and chemicals shall 11: Surface and foul water drainage
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:24:ES Chapter 9 - Surface Water, Flood Risk and Water Capture Plant Area Surface Water Drainage - The DCO Schedule 2 (Document Ref. 2.1): Requirement
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:24:Resources Capture Plant area shall be paved and kerbed/bunded 11: Surface and foul water drainage
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:24:Resources overflow weir and an inlet channel flow diversion valve 11: Surface and foul water drainage
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:24:Resources administration and control building, workshop and 11: Surface and foul water drainage
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:25:Resources, 13 - Aquatic Ecology, 14 – Marine Ecology will be prepared by the operator. The maintenance 11: Surface and foul water drainage
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:25:Resources, ES Appendix 9C -WFD Assessment sampling of process water prior to discharge. The 11: Surface and foul water drainage
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:25:ES Chapter 9 - Surface Water, Flood Risk and Water The Drainage Philosophy will require provisions for DCO Schedule 2 (Document Ref. 2.1): Requirement
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:25:Resources dealing with any chemical spillages and firewater. An 11: Surface and foul water drainage
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:27:Resources Development will be appropriately sized to 11: Surface and foul water drainage
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:27: flows will be accommodated in the design of drainage
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:37: drainage, and then backfilling subsoil, reinstating
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:49: accommodated in the design of drainage Infrastructure 11: Surface and foul water drainage
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:49: water drainage system).
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:49: detail measures to maintain Site drainage systems.
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:83: Land Drainage Consent and may also require a Water 16: Construction Environmental Management Plan
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:84:ES Appendix 9A - FRA In order to reduce the risks of drainage failure, DCO Schedule 2 (Document Ref. 2.1): Requirement
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:84: maintenance of the drainage system will be 12: Flood Risk Mitigation
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:84: prepared detailing each drainage feature on site, the
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:85: water drainage network.
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:109: unnamed track, drainage Wilton International Wilton International
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:115: shrubbery, drainage channel, Sembcorp UK Headquarters Sembcorp UK Headquarters
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:1088: track, drainage channel, apparatus east A178, 10 Priestley Road
EN010103-001791-NZT DCO 3.1 - Book of Reference - June 2022 (Clean).pdf:1091: grassland, shrubbery, drainage channel, The Akzonobel Building
EN010103-001797-NZT DCO 9.10 - Applicants' Comments on Deadline 1 submissions - June 2022.pdf:3:SuDS Sustainable urban drainage systems
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:19: concerns with regards to foul drainage.
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:42:Sustainable drainage systems will be installed following redevelopment which will include surface water
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:50:Option 1 includes a large allowance for surface water drainage via gravity, with a discharge rate limited
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:64:as outfall details, pipe sizes and surface water drainage rates are still to be finalised. It is therefore
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:194:Permitting requirements. Sustainable drainage systems will be installed following redevelopment which
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:216:as outfall details, pipe size and surface water drainage rates are still to be finalised. It is therefore
EN010103-002324-NZT DCO 9.38 - Applicants' Comments on Deadline 8 Submissions Oct 2022 (D9).pdf:3: SuDS Sustainable urban drainage systems
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:125: unnamed track, drainage Middlesbrough Wilton International
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:131: shrubbery, drainage channel, Wilton International Sembcorp UK Headquarters
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:1318: track, drainage channel, apparatus east A178, 43 Church Street West
EN010103-002048-NZT DCO 3.1 - Book of Reference (Tracked) August 2022 (D6).pdf:1322: grassland, shrubbery, drainage channel, The Akzonobel Building
EN010103-000905-NZT DCO 6.2.21 ES Vol I Chapter 21 Climate Change.pdf:48: An open drainage system that collects runoff from areas that are high risk
EN010103-000905-NZT DCO 6.2.21 ES Vol I Chapter 21 Climate Change.pdf:51: design of drainage
EN010103-000905-NZT DCO 6.2.21 ES Vol I Chapter 21 Climate Change.pdf:51: drainage system).
EN010103-000905-NZT DCO 6.2.21 ES Vol I Chapter 21 Climate Change.pdf:52: Drainage Strategy
EN010103-000905-NZT DCO 6.2.21 ES Vol I Chapter 21 Climate Change.pdf:53: design of drainage
EN010103-000905-NZT DCO 6.2.21 ES Vol I Chapter 21 Climate Change.pdf:53: surface water drainage
EN010103-000905-NZT DCO 6.2.21 ES Vol I Chapter 21 Climate Change.pdf:53: Drainage Strategy.
EN010103-000905-NZT DCO 6.2.21 ES Vol I Chapter 21 Climate Change.pdf:57: refurbishment (i.e. pavements, structures, earthworks and drainage,
EN010103-000905-NZT DCO 6.2.21 ES Vol I Chapter 21 Climate Change.pdf:58: drainage systems during periods of heavy precipitation.
EN010103-000905-NZT DCO 6.2.21 ES Vol I Chapter 21 Climate Change.pdf:62: Installation of a suitable surface water drainage network and management
EN010103-000905-NZT DCO 6.2.21 ES Vol I Chapter 21 Climate Change.pdf:62: system, Sustainable drainage systems (SuDS), to protect the Site from
EN010103-000905-NZT DCO 6.2.21 ES Vol I Chapter 21 Climate Change.pdf:62: ─ maintenance of the drainage system will be incorporated in general
EN010103-000905-NZT DCO 6.2.21 ES Vol I Chapter 21 Climate Change.pdf:71: increased drainage
EN010103-000905-NZT DCO 6.2.21 ES Vol I Chapter 21 Climate Change.pdf:73: of the drainage
EN010103-002438-South Tees Development Corporation - Other- STDC’s Final Summary of Outstanding Objections and Closing Submissions.pdf:5: 3.7.5 Requirement no. 11 – Surface and foul water drainage
EN010103-001916-NZT DCO 9.21 - Notification of Further Proposed Changes and Update on Remaining Optionality July 2022 (D4).pdf:3: SuDS Sustainable urban drainage systems
EN010103-000909-NZT DCO 6.2.17 ES Vol I Chapter 17 Landscape and Visual Amenity.pdf:19: Topography and Drainage
EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:15: Discharge Type: Trade Discharges - Site Drainage
EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:16: Discharge Type: Trade Discharges - Site Drainage
EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:18: with the surface water system in the area. However, it is likely that artificial drainage
EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:18: across the industrial site provides the principal control on surface water drainage on
EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:18: surface water drainage is limited to the area north of the PCC site within Coatham
EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:22: water is managed by an existing drainage system, unconnected to the groundwater.
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: approximately 3km to the south or by the Dabholm Gut, a second artificial drainage
EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:26: which has been adapted from LA113 Road Drainage and the Water Environment.
EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:29: site. Surface watercourses and culverted drainage systems below the existing
EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:34: • Temporary drainage system during construction/decommissioning to prevent
EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:35: materials entering the site drainage, groundwater and surface watercourses. These
EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:35: Management Plan. This will include a new surface water drainage system for the
EN010103-001993-NZT DCO 9.25 - Applicants' Comments on Deadline 4 Submissions - August 2022(D5).pdf:3: SuDS Sustainable urban drainage systems
EN010103-001778-NZT DCO 9.8 - Appendix DLV.1.7 LCA Extracts - June 2022.pdf:11:10.1.2 Landform and Drainage Pattern
EN010103-001114-NZT DCO 6.4.13 ES Vol III Appendix 10B Contaminated Land- Conceptual Site Model.pdf:9: drainage reaches the receiving waters, as well as upon entering the
EN010103-002636-NZT DCO 8.5 - EA SoCG - Final (signed) - Oct 2022 (D13).pdf:19: Drainage) of the draft DCO (Document Ref. 2.1 REP6-002) are
EN010103-001576-NZT DCO 9.3 - Written Summary ISH2 - May 2022.pdf:23: respect of Work Nos. 1 or 7); 11 ‘Surface and foul water drainage’; 12(1) and (2) ‘Flood risk
EN010103-001576-NZT DCO 9.3 - Written Summary ISH2 - May 2022.pdf:24: and foul water drainage’; 12(3) ’Flood risk mitigation’; 22 ‘Control of noise – operation’ (in
EN010103-001576-NZT DCO 9.3 - Written Summary ISH2 - May 2022.pdf:28: with the surface and foul water drainage scheme submitted pursuant to
EN010103-001956-c 16 May 2022.pdf:38: • 2 Feb 2022 - Pollock Associates emails with drainage
EN010082-000394-7 8 - Tees CCPP - SoCG with Highways England - DRAFT.pdf:4: mains) and existing permitted discharge consent for effluent to the site drainage system
EN010082-000394-7 8 - Tees CCPP - SoCG with Highways England - DRAFT.pdf:5: • existing services, including drainage.
EN010082-000274-Internal Examination Library (2).pdf:4: 4.10 - Indicative Drainage Plan Key Plan - Final - November 2017
EN010082-000274-Internal Examination Library (2).pdf:4: 4.10 - Indicative Drainage Plan Sheet 1 - Final - November 2017
EN010082-000274-Internal Examination Library (2).pdf:4: 4.10 - Indicative Drainage Plan Sheet 2 - Final - November 2017
EN010082-000274-Internal Examination Library (2).pdf:5: 4.10 - Indicative Drainage Plan Sheet 3 - Final - November 2017
EN010082-000211-EN010082-5.5-Planning Statement-Final-November 2017.pdf:11: mains) and existing permitted discharge consent for effluent to the site drainage system
EN010082-000211-EN010082-5.5-Planning Statement-Final-November 2017.pdf:11: • existing services, including drainage.
EN010082-000211-EN010082-5.5-Planning Statement-Final-November 2017.pdf:38: flooding from drainage Infrastructure, artificial, groundwater or surface water sources.
EN010082-000211-EN010082-5.5-Planning Statement-Final-November 2017.pdf:39: drainage – operational’ which requires the approval of details in accordance with the ES in relation
EN010082-000211-EN010082-5.5-Planning Statement-Final-November 2017.pdf:39: to drainage.
EN010082-000211-EN010082-5.5-Planning Statement-Final-November 2017.pdf:40: water drainage - operational’ and 19 ‘Control of noise during operational phase’.
EN010082-000211-EN010082-5.5-Planning Statement-Final-November 2017.pdf:45: EN-5, 2.4.1) Developments of 1 hectare or greater in Flood Zone 1 in England or Zone A in Proposed Development will not increase the risk of flooding off-site because the drainage and
EN010082-000211-EN010082-5.5-Planning Statement-Final-November 2017.pdf:49: control practice. minor watercourses/drainage ditches in close proximity to the site, the potential for existing
EN010082-000211-EN010082-5.5-Planning Statement-Final-November 2017.pdf:49: use of the existing site water disposal and drainage Infrastructure, via the Wilton International Site
EN010082-000211-EN010082-5.5-Planning Statement-Final-November 2017.pdf:49: surface water drainage system.
EN010082-000211-EN010082-5.5-Planning Statement-Final-November 2017.pdf:54: Meeting the challenge of Paragraph 93 highlights that planning plays a key role in helping shape places to Proposed Development will not increase the risk of flooding off-site because the drainage and
EN010082-000211-EN010082-5.5-Planning Statement-Final-November 2017.pdf:60: superficial deposits overlying mudstone. Whilst there are several minor watercourses/drainage ditches in close
EN010082-000211-EN010082-5.5-Planning Statement-Final-November 2017.pdf:60: water disposal and drainage Infrastructure, via the Wilton International Site surface water drainage system.
EN010082-000211-EN010082-5.5-Planning Statement-Final-November 2017.pdf:62: in the planning process to avoid inappropriate Development will not increase the risk of flooding off-site because the drainage and landscape design will follow
EN010082-000211-EN010082-5.5-Planning Statement-Final-November 2017.pdf:68: water drainage and flood risk mitigation;
EN010082-000499-_DOC_40066269(1)_DEADLINE 2_ EM v2 (Formatted - Clean).pdf:12:5.8 Other provisions that are not required in the Order include drainage rights and rights to access land
EN010082-000499-_DOC_40066269(1)_DEADLINE 2_ EM v2 (Formatted - Clean).pdf:19:Surface water drainage - requirement are used in many made development consent orders.
EN010082-000499-_DOC_40066269(1)_DEADLINE 2_ EM v2 (Formatted - Clean).pdf:19: It requires details of surface water drainage systems of each part of the
EN010082-000499-_DOC_40066269(1)_DEADLINE 2_ EM v2 (Formatted - Clean).pdf:23: in relation to foul water drainage as a permitted system is already in place and the Project will connect
EN010082-000012-Scoping Opinion.pdf:11: surface water management systems and foul drainage provision;
EN010082-000012-Scoping Opinion.pdf:28: drainage system and sewerage system for the Proposed Development
EN010082-000377-2.1 - Tees CCPP - Draft DCO with proposed change - tracked Rev 2.pdf:3: “indicative drainage plan” means the plan submitted with the application showing the
EN010082-000377-2.1 - Tees CCPP - Draft DCO with proposed change - tracked Rev 2.pdf:3: indicative drainage connection point and certified as the indicative drainage plan by the
EN010082-000377-2.1 - Tees CCPP - Draft DCO with proposed change - tracked Rev 2.pdf:8: (e) the indicative drainage connection plan;
EN010082-000377-2.1 - Tees CCPP - Draft DCO with proposed change - tracked Rev 2.pdf:11: (g) surface and foul drainage including trade effluent and foul water discharge points, oil
EN010082-000377-2.1 - Tees CCPP - Draft DCO with proposed change - tracked Rev 2.pdf:11: (h) connections to drainage system;
EN010082-000377-2.1 - Tees CCPP - Draft DCO with proposed change - tracked Rev 2.pdf:11: (f) surface and foul drainage; and
EN010082-000377-2.1 - Tees CCPP - Draft DCO with proposed change - tracked Rev 2.pdf:17: (e) written details of the surface water drainage systems (including means of pollution
EN010082-000377-2.1 - Tees CCPP - Draft DCO with proposed change - tracked Rev 2.pdf:17:Surface water drainage – operational
EN010082-000377-2.1 - Tees CCPP - Draft DCO with proposed change - tracked Rev 2.pdf:17:of the surface water drainage system (including means of pollution control) relating to that phase
EN010082-000377-2.1 - Tees CCPP - Draft DCO with proposed change - tracked Rev 2.pdf:17: (2) The surface water drainage system must be constructed in accordance with the approved
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:7: 16. Volume Use of construction bunds, temporary site drainage Construction Main Works CEMP 13.Construction
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:8: 1, water drainage to the Wilton International site Contractor environment management
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:8: Chapter drainage system. plan (‘CEMP’)
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:8: 1, discharged into the Wilton International drainage Contractor environment management
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:11: 6.6.2 Wilton Site drainage system. All discharged water
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:11: tankwith in the drainage system to remove
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:11: 1, drainage network, including foul drainage Contractor DCO environment management
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:14: drainage system to deal with surface water runoff
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:14: discharged to the existing Wilton Site drainage
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:14: 1, undertaken in properly surfaced and bunded areas. drainage – operational
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:14: 1, Contractor DCO drainage – operational
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:14: 1, drainage – operational
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:14: 1, including use of SUDS where appropriate. drainage – operational
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:14: 1, only a few locations, will provide 110% of stored drainage – operational
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:15: 1, Wilton International Site drainage system, through drainage – operational
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:15: 1, interceptors and treatment where required. drainage – operational
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:15: 1, as part of the data control system (DCS). drainage – operational
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:15: 1, will be designed to drain into the Wilton Site drainage – operational
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:15: Chapter drainage system.
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:15: 1, will not be increased. drainage – operational
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:15: 58. Volume The Wilton Site drainage system will undergo Operation Sembcorp DCO 16. Surface and foul water
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:15: 1, regular inspections and maintenance to ensure drainage – operational
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:16: 1, resulting from, the Project will be managed by the drainage – operational
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:16: Chapter existing Wilton Site drainage system, and monitored
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:16: drainage from storage areas and cooling-water
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:16: drainage system before being monitored and
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:16: 1, discharges to the Wilton Site drainage system will drainage – operational
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:16: 1, Project will utilise the existing Wilton International drainage – operational
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:16: Chapter Site drainage system. This system will ensure that
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:16: 1, will be stored and used will be designed with drainage – operational
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:17: 1, developed to safeguard operational activity, Site drainage – operational
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:18: 73. Volume Use of temporary bunds, site drainage and sediment Decommissioning Main Works DCO 25. Decommissioning
EN010082-000402-5.8 - Tees CCPP - Carbon Capture Readiness Statement - UPDATED - 15.05.18.pdf:12: necessary discharged into the existing Wilton site drainage system. Waste from any process such as
EN010082-000379-6.2.5 - Tees CCPP - ES Chapter 5 Project Description - tracked Rev 2 with figures.pdf:5: drainage facilities are regarded as sufficient to manage existing plus new run
EN010082-000379-6.2.5 - Tees CCPP - ES Chapter 5 Project Description - tracked Rev 2 with figures.pdf:5: effluent to the site drainage system;
EN010082-000379-6.2.5 - Tees CCPP - ES Chapter 5 Project Description - tracked Rev 2 with figures.pdf:5: • existing services, including drainage; and
EN010082-000142-EN010082-1.1-Application Cover Letter-Final-November 2017.pdf:2: mains) and existing permitted discharge consent for effluent to the site drainage system ;
EN010082-000142-EN010082-1.1-Application Cover Letter-Final-November 2017.pdf:2: existing services, including drainage.
EN010082-000654-TEES Final Recommendation Report and Errata.pdf:21: four other small drainage ditches within close proximity of the Project
EN010082-000654-TEES Final Recommendation Report and Errata.pdf:33: 2010, Water Act 2003 and 2014, Land Drainage Act 1991
EN010082-000654-TEES Final Recommendation Report and Errata.pdf:33: pressures; discharge and pollution; and for drainage management
EN010082-000654-TEES Final Recommendation Report and Errata.pdf:38: Drainage and flood risk;
EN010082-000654-TEES Final Recommendation Report and Errata.pdf:84: Site surface water drainage system, which collects surface water run-off
EN010082-000654-TEES Final Recommendation Report and Errata.pdf:96: Wilton International drainage system, a closed system which outfalls into
EN010082-000654-TEES Final Recommendation Report and Errata.pdf:96: REP2-080. The existing drainage connection is illustrated on APP-025.
EN010082-000654-TEES Final Recommendation Report and Errata.pdf:109: connected to the Proposed Development via the existing drainage system
EN010082-000654-TEES Final Recommendation Report and Errata.pdf:110: discharge of water to the existing drainage system (as described in
EN010082-000654-TEES Final Recommendation Report and Errata.pdf:135: 4.10 - Indicative Drainage Plan Key Plan - Final - November 2017
EN010082-000654-TEES Final Recommendation Report and Errata.pdf:135: 4.10 - Indicative Drainage Plan Sheet 1 - Final - November 2017
EN010082-000654-TEES Final Recommendation Report and Errata.pdf:135: 4.10 - Indicative Drainage Plan Sheet 2 - Final - November 2017
EN010082-000654-TEES Final Recommendation Report and Errata.pdf:136: 4.10 - Indicative Drainage Plan Sheet 3 - Final - November 2017
EN010082-000654-TEES Final Recommendation Report and Errata.pdf:162: “indicative drainage plan” means the plan submitted with the application showing the
EN010082-000654-TEES Final Recommendation Report and Errata.pdf:162: indicative drainage connection point and certified as the indicative drainage plan by the
EN010082-000654-TEES Final Recommendation Report and Errata.pdf:166: (d) the indicative drainage plan;
EN010082-000654-TEES Final Recommendation Report and Errata.pdf:169: (g) surface and foul drainage including trade effluent and foul water discharge points, oil
EN010082-000654-TEES Final Recommendation Report and Errata.pdf:169: (h) connections to drainage system;
EN010082-000654-TEES Final Recommendation Report and Errata.pdf:169: (f) surface and foul drainage; and
EN010082-000654-TEES Final Recommendation Report and Errata.pdf:175: (f) written details of the surface water drainage systems (including means of pollution
EN010082-000654-TEES Final Recommendation Report and Errata.pdf:176:Surface water drainage – operational
EN010082-000654-TEES Final Recommendation Report and Errata.pdf:176:of the surface water drainage system (including means of pollution control) relating to that phase
EN010082-000654-TEES Final Recommendation Report and Errata.pdf:176: (2) The surface water drainage system must be constructed in accordance with the approved
EN010082-000520-8.46 - DOC_140207101(1)_DCO changes summary.pdf:1:Definition “Indicative Drainage Change “document reference number 4.10 sheet 1” changed to “APP-026” The reference has been updated in accordance with the FWQ 1.3.1.
EN010082-000173-EN010082-6.2.2-ES Chapter 2-Legislation Policy and Guidance-Final-November 2017.pdf:11: excessive drainage, interference with groundwater flow pathways, mobilisation of
EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:10: British Standard Code of Practice for Earthworks BS Detailed methods for controlling drainage from construction sites.
EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:17: x construction site drainage performance including surface water management
EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:17: and foul drainage provision, monitoring for the quality of water discharges;
EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:29: drainage systems;
EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:29: drainage systems, and directing surface water away
EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:30: discharge to the Wilton Site drainage system. All discharged
EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:30: in the drainage system to remove particulates prior to discharge
EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:30: Performance of the construction temporary drainage network,
EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:30: including foul drainage provisions, will be monitored regularly
EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:31: temporary drainage through the construction design and/or
EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:34: watercourses and drainage systems, whilst surface water will be directed away from
EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:34: bunding and/or temporary drainage systems will be put in place, designed in line with
EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:40:Construction bunds, temporary site drainage and sediment traps will be installed as required. EPC Contractor
EN010082-000174-EN010082-6.2.3-ES Chapter 3-EIA Approach-Final-November 2017.pdf:28: utilising the existing water supply and drainage networks that are present
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:3: • surface water run-off and drainage quantity and quality; and
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:4: engineered drainage system increasing the potential for surface water
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:9: affect drainage systems;
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:12: British Standard Code of Detailed methods for controlling drainage
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:18: drainage regime, increases flood risk or the desiccation of wetlands or
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:18: in the hydrologic cycle (drainage, flood protection, assimilation of
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:19: (via drainage, flood plains or flood storage), agriculture, navigation, or
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:20: • large scale alteration of existing drainage regimes and patterns (e.g.
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:20: floodplain embankments, cross drainage structures, canalisation etc.)
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:20: net water consumption, no alterations to drainage regimes and no change in
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:21: and extensive surface water drainage system, and there will be no change in
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:23: drainage channels are 500 m SE of the Project Site,
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:24: 1976 minor streams / drainage industrial development is Military
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:30: refers to two minor stream / drainage channels previously present at the
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:33: (drainage runs etc.); and
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:36: other small drainage ditches within close proximity of the Project site, one of
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:40: Electricity Lackenby Lane, Lackenby, Drainage
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:41: incorporate a surface run-off and drainage system that is designed and sized
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:44: of the Wilton International internal drainage system into which all surface
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:44: waters will be drained during construction. This drainage system incorporates
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:44: to the drainage system, and continuous water quality monitoring is also
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:47:Ground) at / temporary site drainage
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:47:excavation, mobilise from surface water drainage to the
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:47:redistribution present) to nearby surface waters drainage system
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:47:current drainage features. contaminated land during
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:48: temporary site drainage
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:48:excavation, sediments to materials by water drainage to the
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:48:redistribution waters including to surface drainage system
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:48:removal) of local drainage temporary site drainage
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:49: local drainage into the Wilton
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:49: features. Potential International drainage
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:50: local drainage • Use of sediment traps, as
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:51:and storage handling areas, temporary site drainage
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:51:potential (e.g. drainage features CEMP
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:52:Surface Water Drainage and Flood Risk
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:52:roads drainage system • Design site drainage to
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:52: and/ or natural surface water drainage
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:53: trade effluent discharges to the Wilton Site drainage system.
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: drainage features. water run-off volume and constructed
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:56:water and Kettle Beck and process Wilton Site drainage Significant
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:56:surface water local drainage waters and system, through which it
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:56:Project site water quality, drainage the Environmental Permit
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:57: drainage system.
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:58:Surface Water Drainage and Flood Risk
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:58:new increasing surface pathways (e.g. • The Wilton Site drainage
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:58: drainage effective operation.
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:60: coverage) could potentially alter the soil properties and drainage
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:63:decommissioning decommissioning; bunds, site drainage
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:65: drainage and sediment
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:66: drainage and sediment
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:67:Surface Water Drainage and Flood Risk
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:68: drainage management on the
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:69: Water and Drainage
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:69: the existing water supply and drainage networks that are present within the
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:69: International site are connected into the same water supply and drainage
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:69: surface water drainage system, which collects surface water runoff and
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:70: drainage system. This discharge is monitored on site and operated under an
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:70: Beck and local drainage features). It is anticipated that there will be no
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:72: where appropriate be treated prior to discharge to the Wilton Site drainage
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:72: with in the drainage system to remove particulates prior to discharge into
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:72:• Performance of the construction temporary drainage network, including
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:72: foul drainage provisions, will be monitored regularly for water quality
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:73: CEMP will include provision for a temporary drainage system to deal with
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:73: discharged to the existing Wilton Site drainage system.
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:74: will be managed by the existing Wilton Site drainage system, and monitored
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:74: contaminated, chemically-contaminated, drainage from storage areas and
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:74: cooling-water effluents will be discharged to the Wilton Site drainage system
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:74: drainage system will be to the acceptable standards as agreed in the
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:74: existing Wilton International drainage system. This system will ensure that
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:75: considers the drainage and water quality monitoring systems to deal with
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:77: mudstone. Whilst there are several minor watercourses/drainage ditches in
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:77: be constructed to make use of the existing site water disposal and drainage
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:77: Infrastructure, via the Wilton International Site surface water drainage system.
EN010082-000274-Internal Examination Library.pdf:4: 4.10 - Indicative Drainage Plan Key Plan - Final - November 2017
EN010082-000274-Internal Examination Library.pdf:4: 4.10 - Indicative Drainage Plan Sheet 1 - Final - November 2017
EN010082-000274-Internal Examination Library.pdf:4: 4.10 - Indicative Drainage Plan Sheet 2 - Final - November 2017
EN010082-000274-Internal Examination Library.pdf:5: 4.10 - Indicative Drainage Plan Sheet 3 - Final - November 2017
EN010082-000395-7 9 - Tees CCPP - SoCG Statement of Commonality - Deadline 2.pdf:4: mains) and existing permitted discharge consent for effluent to the site drainage system
EN010082-000395-7 9 - Tees CCPP - SoCG Statement of Commonality - Deadline 2.pdf:5: existing services, including drainage.
EN010082-000496-_CONSENTORDER_40063542(1)_DEADLINE 2_ DCOv2.pdf:3: “indicative drainage plan” means the plan submitted with the application showing the
EN010082-000496-_CONSENTORDER_40063542(1)_DEADLINE 2_ DCOv2.pdf:3: indicative drainage connection point and certified as the indicative drainage plan by the
EN010082-000496-_CONSENTORDER_40063542(1)_DEADLINE 2_ DCOv2.pdf:8: (d) the indicative drainage plan;
EN010082-000496-_CONSENTORDER_40063542(1)_DEADLINE 2_ DCOv2.pdf:10: (g) surface and foul drainage including trade effluent and foul water discharge points, oil
EN010082-000496-_CONSENTORDER_40063542(1)_DEADLINE 2_ DCOv2.pdf:10: (h) connections to drainage system;
EN010082-000496-_CONSENTORDER_40063542(1)_DEADLINE 2_ DCOv2.pdf:10: (f) surface and foul drainage; and
EN010082-000496-_CONSENTORDER_40063542(1)_DEADLINE 2_ DCOv2.pdf:16: (f) written details of the surface water drainage systems (including means of pollution
EN010082-000496-_CONSENTORDER_40063542(1)_DEADLINE 2_ DCOv2.pdf:17:Surface water drainage – operational
EN010082-000496-_CONSENTORDER_40063542(1)_DEADLINE 2_ DCOv2.pdf:17:of the surface water drainage system (including means of pollution control) relating to that phase
EN010082-000496-_CONSENTORDER_40063542(1)_DEADLINE 2_ DCOv2.pdf:17: (2) The surface water drainage system must be constructed in accordance with the approved
EN010082-000154-EN010082-4.10-Indicative Drainage plan Sheet 2-Final-November 2017.pdf:1: EXISTING DRAINAGE CONNECTION
EN010082-000154-EN010082-4.10-Indicative Drainage plan Sheet 2-Final-November 2017.pdf:1: INDICATIVE DRAINAGE PLAN SHEET 2 of 3
EN010082-000267-TEES CCPP Section 55 Acceptance of Applications Checklist Final.pdf:18: layout of buildings/structures, drainage, surface water
EN010082-000210-EN010082-6.3.20-ES Annex L-CEMP-Final-November 2017.pdf:8: groundwater. separators in surface water drainage
EN010082-000210-EN010082-6.3.20-ES Annex L-CEMP-Final-November 2017.pdf:9: stockpiles away from drainage
EN010082-000210-EN010082-6.3.20-ES Annex L-CEMP-Final-November 2017.pdf:9: drainage through the construction
EN010082-000210-EN010082-6.3.20-ES Annex L-CEMP-Final-November 2017.pdf:11: and drainage systems, whilst
EN010082-000210-EN010082-6.3.20-ES Annex L-CEMP-Final-November 2017.pdf:11: and/or temporary drainage systems
EN010082-000193-EN010082-6.3.3-ES Annex C-Flood Risk Assessment-Final-November 2017.pdf:6: drainage system, which is beyond
EN010082-000193-EN010082-6.3.3-ES Annex C-Flood Risk Assessment-Final-November 2017.pdf:7: sustainable drainage systems;
EN010082-000193-EN010082-6.3.3-ES Annex C-Flood Risk Assessment-Final-November 2017.pdf:7: prioritising the use of sustainable drainage systems (SuDs);
EN010082-000193-EN010082-6.3.3-ES Annex C-Flood Risk Assessment-Final-November 2017.pdf:8:C1.20 The drainage system must be designed and constructed so surface water
EN010082-000193-EN010082-6.3.3-ES Annex C-Flood Risk Assessment-Final-November 2017.pdf:11: flood risk and sustainable drainage. The most notable features of the FWMA
EN010082-000193-EN010082-6.3.3-ES Annex C-Flood Risk Assessment-Final-November 2017.pdf:11: Drainage Systems (SUDS) against which proposed drainage systems should
EN010082-000193-EN010082-6.3.3-ES Annex C-Flood Risk Assessment-Final-November 2017.pdf:11: Body (SAB) for surface water drainage systems for new development and
EN010082-000193-EN010082-6.3.3-ES Annex C-Flood Risk Assessment-Final-November 2017.pdf:11: approval from the SAB for drainage proposals must be agreed prior to
EN010082-000193-EN010082-6.3.3-ES Annex C-Flood Risk Assessment-Final-November 2017.pdf:12: access roads, pipe gantries, drainage ditches and large industrial buildings.
EN010082-000193-EN010082-6.3.3-ES Annex C-Flood Risk Assessment-Final-November 2017.pdf:12:C3.1.3 Drainage and Surface Water Features
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:12:C1.41 These drainage features are labelled on Figure C3.1 below.
EN010082-000193-EN010082-6.3.3-ES Annex C-Flood Risk Assessment-Final-November 2017.pdf:14: International surface water drainage system. This system includes a series of
EN010082-000193-EN010082-6.3.3-ES Annex C-Flood Risk Assessment-Final-November 2017.pdf:15: drainage system and/or watercourse, and flooding associated with the
EN010082-000193-EN010082-6.3.3-ES Annex C-Flood Risk Assessment-Final-November 2017.pdf:17: comprehensive surface water drainage system which is owned, operated and
EN010082-000193-EN010082-6.3.3-ES Annex C-Flood Risk Assessment-Final-November 2017.pdf:19: an existing comprehensive surface water drainage system. As the Project will
EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:10: British Standard Code of Practice for Earthworks BS Detailed methods for controlling drainage from construction sites.
EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:17: construction site drainage performance including surface water management
EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:17: and foul drainage provision, monitoring for the quality of water discharges;
EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:27: PPG 3 Use and design of oil separators in surface water drainage systems;
EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:27: placing arisings and temporary stockpiles away from drainage systems, and
EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:27: to discharge to the Wilton Site drainage system. All discharged water will transit through
EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:28: a temporary sedimentation tank with in the drainage system to remove particulates prior
EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:28: Performance of the construction temporary drainage network, including foul drainage
EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:28: Measures that will be considered for implementation for temporary drainage through the
EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:31: watercourses and drainage systems, whilst surface water will be directed away from
EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:31: bunding and/or temporary drainage systems will be put in place, designed in line with
EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:37:Construction bunds, temporary site drainage and sediment traps will be installed as required. EPC Contractor
EN010082-000214-EN010082-5.8-Carbon capture Readiness (CCR) Statement-Final-November 2017.pdf:13: and if necessary discharged into the existing Wilton site drainage system. Waste from any process
EN010082-000274-Internal Examination Library (3).pdf:4: 4.10 - Indicative Drainage Plan Key Plan - Final - November 2017
EN010082-000274-Internal Examination Library (3).pdf:4: 4.10 - Indicative Drainage Plan Sheet 1 - Final - November 2017
EN010082-000274-Internal Examination Library (3).pdf:4: 4.10 - Indicative Drainage Plan Sheet 2 - Final - November 2017
EN010082-000274-Internal Examination Library (3).pdf:5: 4.10 - Indicative Drainage Plan Sheet 3 - Final - November 2017
EN010082-000556-7.4 - Tees CCPP - Environment Agency SoCG - DRAFT UNSIGNED - 22.08.18.pdf:4: mains) and existing permitted discharge consent for effluent to the site drainage system
EN010082-000556-7.4 - Tees CCPP - Environment Agency SoCG - DRAFT UNSIGNED - 22.08.18.pdf:4: existing services, including drainage.
EN010082-000187-EN010082-6.2.16-ES-Chapter 16-Summary of Cumulative and Indirect Effects-Final-November 2017.pdf:3:16.2.2 Water and Drainage
EN010082-000187-EN010082-6.2.16-ES-Chapter 16-Summary of Cumulative and Indirect Effects-Final-November 2017.pdf:3: the existing water supply and drainage networks that are present within the
EN010082-000187-EN010082-6.2.16-ES-Chapter 16-Summary of Cumulative and Indirect Effects-Final-November 2017.pdf:3: and shared output. Therefore, no cumulative effects on water drainage are
EN010082-000187-EN010082-6.2.16-ES-Chapter 16-Summary of Cumulative and Indirect Effects-Final-November 2017.pdf:4: drainage system. This discharge is monitored on site and operated under an
EN010082-000525-7.3 - Tees CCPP - SoCG with Redcar Cleveland - FINAL - 06.07.18.pdf:4: mains) and existing permitted discharge consent for effluent to the site drainage system
EN010082-000525-7.3 - Tees CCPP - SoCG with Redcar Cleveland - FINAL - 06.07.18.pdf:5: existing services, including drainage.
EN010082-000525-7.3 - Tees CCPP - SoCG with Redcar Cleveland - FINAL - 06.07.18.pdf:16: Requirement 16 ‘Surface water drainage – operational’.
EN010082-000525-7.3 - Tees CCPP - SoCG with Redcar Cleveland - FINAL - 06.07.18.pdf:26: Development would not increase the risk of flooding off-site because the drainage and landscape design
EN010082-000525-7.3 - Tees CCPP - SoCG with Redcar Cleveland - FINAL - 06.07.18.pdf:27: for example. Whilst there are several minor watercourses/drainage ditches in close proximity to the site,
EN010082-000525-7.3 - Tees CCPP - SoCG with Redcar Cleveland - FINAL - 06.07.18.pdf:27: the existing water disposal and drainage Infrastructure, via the existing Wilton International Site surface
EN010082-000525-7.3 - Tees CCPP - SoCG with Redcar Cleveland - FINAL - 06.07.18.pdf:27: water drainage system.
EN010082-000551-8.54 - Explanatory Memorandum - Tracked (v3).pdf:13:5.8 Other provisions that are not required in the Order include drainage rights and rights to access land to
EN010082-000551-8.54 - Explanatory Memorandum - Tracked (v3).pdf:21:Surface water drainage - requirement are used in many made development consent orders.
EN010082-000551-8.54 - Explanatory Memorandum - Tracked (v3).pdf:21: It requires details of surface water drainage systems of each part of the
EN010082-000551-8.54 - Explanatory Memorandum - Tracked (v3).pdf:25: imposed in relation to foul water drainage as a permitted system is already in place and the Project will
EN010082-000583-8.63 - Tees CCPP - Draft DCO - Tracked - Version 6.pdf:3: “indicative drainage plan” means the plan submitted with the application showing the
EN010082-000583-8.63 - Tees CCPP - Draft DCO - Tracked - Version 6.pdf:3: indicative drainage connection point and certified as the indicative drainage plan by the
EN010082-000583-8.63 - Tees CCPP - Draft DCO - Tracked - Version 6.pdf:8: (d) the indicative drainage plan;
EN010082-000583-8.63 - Tees CCPP - Draft DCO - Tracked - Version 6.pdf:10: (g) surface and foul drainage including trade effluent and foul water discharge points, oil
EN010082-000583-8.63 - Tees CCPP - Draft DCO - Tracked - Version 6.pdf:10: (h) connections to drainage system;
EN010082-000583-8.63 - Tees CCPP - Draft DCO - Tracked - Version 6.pdf:11: (f) surface and foul drainage; and
EN010082-000583-8.63 - Tees CCPP - Draft DCO - Tracked - Version 6.pdf:16: (f) written details of the surface water drainage systems (including means of pollution
EN010082-000583-8.63 - Tees CCPP - Draft DCO - Tracked - Version 6.pdf:17:Surface water drainage – operational
EN010082-000583-8.63 - Tees CCPP - Draft DCO - Tracked - Version 6.pdf:17:of the surface water drainage system (including means of pollution control) relating to that phase
EN010082-000583-8.63 - Tees CCPP - Draft DCO - Tracked - Version 6.pdf:17: (2) The surface water drainage system must be constructed in accordance with the approved
EN010082-000393-7 7 - Tees CCPP - SoCG with Historic England - DRAFT.pdf:4: mains) and existing permitted discharge consent for effluent to the site drainage system
EN010082-000393-7 7 - Tees CCPP - SoCG with Historic England - DRAFT.pdf:5: • existing services, including drainage.
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated).pdf:3: “indicative drainage plan” means the plan submitted in support of the application, listed in t h e
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated).pdf:3: examination library index under reference APP-026 and certified as the indicative drainage
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated).pdf:8: (g) the indicative drainage plan;
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated).pdf:10: (g) surface and foul drainage including trade effluent and foul water discharge points, oil
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated).pdf:10: (h) connections to drainage system;
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated).pdf:10: (f) surface and foul drainage; and
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated).pdf:16: (f) written details of the surface water drainage systems (including means of pollution
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated).pdf:17:Surface water drainage during operation
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated).pdf:17: of the surface water drainage system (including means of pollution control) relating to that phas e
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated).pdf:17: (2) The surface water drainage system must be constructed in accordance with the approved
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:5: 1, drainage and sediment traps, as required. Contractor environment
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:6: 1, water drainage to the Wilton International site Contractor environment
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:6: Chapter drainage system. management plan
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:6: Chapter drainage network as per the anticipated detail management plan
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:10: 6.6.2 discharge to the Wilton Site drainage system. All
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:10: drainage system to remove particulates prior to
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:10: 1, drainage network, including foul drainage Contractor environment
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:14: provision for a temporary drainage system to land and
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:15: discharged to the existing Wilton Site drainage
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:15: 1, undertaken in properly surfaced and bunded water drainage –
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:15: 1, Contractor DCO water drainage –
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:15: 1, water drainage –
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:15: 1, including use of SUDS where appropriate. water drainage –
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:15: 1, only a few locations, will provide 110% of stored water drainage –
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:16: 1, existing Wilton International Site drainage water drainage –
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:16: 1, including interceptors and treatment where water drainage –
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:16: 1, integrated as part of the data control system water drainage –
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:16: 1, stores will be designed to drain into the Wilton water drainage –
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:16: Chapter Site drainage system. operational
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:16: 1, surfaces will not be increased. water drainage –
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:17: 58. 5.59 Volume The Wilton Site drainage system will undergo Operation Sembcorp DCO 16. Surface and foul Primary and
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:17: 1, regular inspections and maintenance to ensure water drainage – Tertiary
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:17: 1, effluents resulting from, the Project will be water drainage – tertiary
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:17: Chapter managed by the existing Wilton Site drainage operational
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:17: drainage from storage areas and cooling-water
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:17: drainage system before being monitored and
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:17: 1, discharges to the Wilton Site drainage system water drainage – tertiary
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:18: 1, the Project will utilise the existing Wilton water drainage –
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:18: Chapter International Site drainage system. This system operational
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:18: 1, will be stored and used will be designed with water drainage – tertiary
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:19: 1, developed to safeguard operational activity, Site water drainage – Tertiary
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:20: 73. 5.75 Volume Use of temporary bunds, site drainage and Decommissioning Main Works DCO 24. Tertiary
EN010082-000388-7 2 - Tees CCPP - SoCG with NE - Signed_Redacted.pdf:5: mains) and existing permitted discharge consent for effluent to the site drainage system
EN010082-000388-7 2 - Tees CCPP - SoCG with NE - Signed_Redacted.pdf:5: • existing services, including drainage.
EN010082-000388-7 2 - Tees CCPP - SoCG with NE - Signed_Redacted.pdf:12: • 16. Surface water drainage – operational.
EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:11: Two minor streams / drainage Low density residential areas are
EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:12:1976 streams / drainage channels development is now identifiable Military
EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:16: third party to clean the storm water and oily water drainage systems using high
EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:16: exit from the Project Site, both the storm water and oily water drainage
EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:23: 1953), it is likely that this refers to the two minor stream / drainage channels
EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:28: (drainage runs etc.); and
EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf:31: permeably structures (such as drainage runs).
EN010082-000555-8.50 - Tees CCPP - Applicant's Comments on Responses to the ExA's SWQs - Deadline 6 - FINAL - 22.08.18.pdf:5: mains) and existing permitted discharge consent for effluent to the site drainage system
EN010082-000555-8.50 - Tees CCPP - Applicant's Comments on Responses to the ExA's SWQs - Deadline 6 - FINAL - 22.08.18.pdf:6: existing services, including drainage.
EN010082-000555-8.50 - Tees CCPP - Applicant's Comments on Responses to the ExA's SWQs - Deadline 6 - FINAL - 22.08.18.pdf:10: Development via the existing Wilton International drainage The only aspect of the Project that is relevant in the context of
EN010082-000555-8.50 - Tees CCPP - Applicant's Comments on Responses to the ExA's SWQs - Deadline 6 - FINAL - 22.08.18.pdf:10: ensure safe discharge of water to the existing drainage system waters relate to securing compliance with licence conditions and
EN010082-000143-EN010082-1.2-Application Guide-Final-November 2017.pdf:5: mains) and existing permitted discharge consent for effluent to the site drainage system
EN010082-000143-EN010082-1.2-Application Guide-Final-November 2017.pdf:5: • existing services, including drainage.
EN010082-000143-EN010082-1.2-Application Guide-Final-November 2017.pdf:8: 4.10 Indicative Drainage Plan APFP Reg. 5(2)(o) 1.0
EN010082-000542-EN010082 Tees CCPP SWQ Appendix 2.pdf:2:Drainage System. This waterbody is also designated as a physically heavily
EN010082-000396-8 5 - Tees CCP - Applicant's Comments on Relevant Reps - FINAL (2).pdf:4: mains) and existing permitted discharge consent for effluent to the site drainage system
EN010082-000396-8 5 - Tees CCP - Applicant's Comments on Relevant Reps - FINAL (2).pdf:5: existing services, including drainage.
EN010082-000397-8 6 - Tees CCP - Applicant's Response to ExA's WQs - Deadline 2 - FINAL.pdf:5: mains) and existing permitted discharge consent for effluent to the site drainage system
EN010082-000397-8 6 - Tees CCP - Applicant's Response to ExA's WQs - Deadline 2 - FINAL.pdf:6: existing services, including drainage.
EN010082-000397-8 6 - Tees CCP - Applicant's Response to ExA's WQs - Deadline 2 - FINAL.pdf:13: discharge) to the Wilton Site Drainage System, and ultimately into the River via the existing Wilton drainage system, which is a closed system collecting surface water runoff and process water, outfalling into the
EN010082-000397-8 6 - Tees CCP - Applicant's Response to ExA's WQs - Deadline 2 - FINAL.pdf:21: relation to foul water drainage as a permitted system is already in place. from the Wilton International Site in accordance with the terms of the permit APP- 006, Appendix 3. The existing drainage system
EN010082-000397-8 6 - Tees CCP - Applicant's Response to ExA's WQs - Deadline 2 - FINAL.pdf:53: applicant confirm and justify the scope of the WFD assessment? If other not interact with any watercourse, and all water within the site will be managed by the site drainage system and existing discharge
EN010082-000397-8 6 - Tees CCP - Applicant's Response to ExA's WQs - Deadline 2 - FINAL.pdf:53:Q1.12.5 Applicant Paragraph C1.41 of Annex C APP-064 states that drainage features are An updated Figure C3.1 (Application Document Ref: 8.13) has been submitted by the Applicant for Deadline 2 of the Examination.
EN010082-000397-8 6 - Tees CCP - Applicant's Response to ExA's WQs - Deadline 2 - FINAL.pdf:55: APP-062 recommending that the applicant contact them? If no dialogue has water drainage, as a permitted system is already in place and the Project will connect into that system.
EN010082-000397-8 6 - Tees CCP - Applicant's Response to ExA's WQs - Deadline 2 - FINAL.pdf:55: The existing drainage system and environmental permit provide sufficient capacity and Infrastructure to accommodate the Proposed
EN010082-000397-8 6 - Tees CCP - Applicant's Response to ExA's WQs - Deadline 2 - FINAL.pdf:55: Drainage Plan’ APP-027 and how drainage within the Project site would These are constructed chambers that allow a connection point into the drain.
EN010082-000397-8 6 - Tees CCP - Applicant's Response to ExA's WQs - Deadline 2 - FINAL.pdf:55: With regards to how drainage within the Site would drain to the connection then during detailed design an internal drains system
EN010082-000397-8 6 - Tees CCP - Applicant's Response to ExA's WQs - Deadline 2 - FINAL.pdf:55: would be developed and subsequently constructed to the point shown on the Indicative Drainage Plan APP-026 to APP-028.
EN010082-000397-8 6 - Tees CCP - Applicant's Response to ExA's WQs - Deadline 2 - FINAL.pdf:55: site drainage system through which it will be monitored through the An Environmental Permit is already in place with reference QR.25/04/1528 which permits the discharge of sewage and trade effluent
EN010082-000397-8 6 - Tees CCP - Applicant's Response to ExA's WQs - Deadline 2 - FINAL.pdf:55: for a requirement in relation to surface water drainage, as a permitted system is already in place and the Project will connect into that
EN010082-000397-8 6 - Tees CCP - Applicant's Response to ExA's WQs - Deadline 2 - FINAL.pdf:55: The existing drainage system and environmental permit provide sufficient capacity and Infrastructure to accommodate the Proposed
EN010082-000478-Applicant’s Comments on the Environment Agency’s Written Representations D3.pdf:5: mains) and existing permitted discharge consent for effluent to the site drainage system
EN010082-000478-Applicant’s Comments on the Environment Agency’s Written Representations D3.pdf:5: existing services, including drainage.
EN010082-000478-Applicant’s Comments on the Environment Agency’s Written Representations D3.pdf:10: any WFD waterbody; The discharge of waste water from the Site will be via the Wilton International Site surface water drainage system, which collects
EN010082-000478-Applicant’s Comments on the Environment Agency’s Written Representations D3.pdf:10:Habitat encourage the applicant to consider biodiversity enhancement and net-gain the Project will pass to the Wilton International Site drainage and effluent control system. This system eventually discharges to the
EN010082-000216-EN010082-5.1-Consultation Report-Final-November 2017.pdf:85: written details of the surface water drainage system for
EN010082-000216-EN010082-5.1-Consultation Report-Final-November 2017.pdf:85: The surface water drainage system must then be con-
EN010082-000216-EN010082-5.1-Consultation Report-Final-November 2017.pdf:85: need for a requirement in relation to foul water drainage,
EN010082-000216-EN010082-5.1-Consultation Report-Final-November 2017.pdf:282: and foul water drainage systems, connections to utilities, noise attenuation walls, security fencing and
EN010082-000216-EN010082-5.1-Consultation Report-Final-November 2017.pdf:287: surface and foul water drainage systems, connections to utilities, noise attenuation walls, security
EN010082-000216-EN010082-5.1-Consultation Report-Final-November 2017.pdf:299: • surface water management systems and foul drainage provision; and
EN010082-000216-EN010082-5.1-Consultation Report-Final-November 2017.pdf:300: drainage ditches within close proximity of the Project site
EN010082-000216-EN010082-5.1-Consultation Report-Final-November 2017.pdf:302: are several minor watercourses/drainage ditches in close proximity to the site,
EN010082-000216-EN010082-5.1-Consultation Report-Final-November 2017.pdf:302: be constructed to make use of the existing water disposal and drainage
EN010082-000216-EN010082-5.1-Consultation Report-Final-November 2017.pdf:302: Infrastructure, via the existing Wilton International surface water drainage
EN010082-000216-EN010082-5.1-Consultation Report-Final-November 2017.pdf:357: former gas-fired generating station within the south-western drainage systems, connections to utilities, noise attenuation tccpp.co.uk and for inspection free of charge from 14 June to
EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:10: British Standard Code of Practice for Earthworks BS Detailed methods for controlling drainage from construction sites.
EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:17: construction site drainage performance including surface water management
EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:17: and foul drainage provision, monitoring for the quality of water discharges;
EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:27: drainage systems;
EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:28: drainage systems, and directing surface water away
EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:28: discharge to the Wilton Site drainage system. All discharged
EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:28: in the drainage system to remove particulates prior to discharge
EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:29: Performance of the construction temporary drainage network,
EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:29: including foul drainage provisions, will be monitored regularly
EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:29: temporary drainage through the construction design and/or
EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:32: watercourses and drainage systems, whilst surface water will be directed away from
EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:32: bunding and/or temporary drainage systems will be put in place, designed in line with
EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:39:Construction bunds, temporary site drainage and sediment traps will be installed as required. EPC Contractor
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:10: British Standard Code of Practice for Earthworks BS Detailed methods for controlling drainage from constructi
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:17: construction site drainage performance including surface water management
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:17: and foul drainage provision, monitoring for the quality of water discharges;
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:27: water drainage systems;
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:28: from drainage systems, and directing surface water
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:29: discharge to the Wilton Site drainage system. All discharged
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:29: in the drainage system to remove particulates prior to discharge
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:29: Performance of the construction temporary drainage network,
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:29: including foul drainage provisions, will be monitored regularly
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:29: temporary drainage through the construction design and/or
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:30: temporary stockpiles away from watercourses and drainage
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:31: Alternatively bunding and/or temporary drainage systems
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:34: watercourses and drainage systems, whilst surface water will be directed away from
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:34: bunding and/or temporary drainage systems will be put in place, designed in line with
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:41:Construction bunds, temporary site drainage and sediment traps will be installed as required. EPC Contracto
EN010082-000152-EN010082-4.10-Indicative Drainage Plan Key Plan-Final-November 2017.pdf:1: EXISTING DRAINAGE CONNECTION
EN010082-000152-EN010082-4.10-Indicative Drainage Plan Key Plan-Final-November 2017.pdf:1: INDICATIVE DRAINAGE PLAN
EN010082-000430-Redcar and Cleveland Local Impact Report - signed_Redacted.pdf:3:(g) surface and foul drainage including trade effluent and foul water discharge points,
EN010082-000430-Redcar and Cleveland Local Impact Report - signed_Redacted.pdf:3:(h) connections to drainage system;
EN010082-000430-Redcar and Cleveland Local Impact Report - signed_Redacted.pdf:3:(f) surface and foul drainage; and
EN010082-000430-Redcar and Cleveland Local Impact Report - signed_Redacted.pdf:8: • Drainage and flood risk
EN010082-000430-Redcar and Cleveland Local Impact Report - signed_Redacted.pdf:11:Drainage and Flood Risk
EN010082-000430-Redcar and Cleveland Local Impact Report - signed_Redacted.pdf:11: grounds of drainage and flooding.
EN010082-000401-5.4 - Tees CCPP - Other Consents Licences - UPDATED - 10.05.18.pdf:4: mains) and existing permitted discharge consent for effluent to the site drainage system
EN010082-000401-5.4 - Tees CCPP - Other Consents Licences - UPDATED - 10.05.18.pdf:4: existing services, including drainage.
EN010082-000401-5.4 - Tees CCPP - Other Consents Licences - UPDATED - 10.05.18.pdf:6: the wider Wilton International Site drainage Infrastructure, and hazardous substances consent or a Lower
EN010082-000172-EN010082-6.2.1-ES Chapter 1-Introduction-Final-November 2017.pdf:6: • surface water management systems and foul drainage provision; and
EN010082-000172-EN010082-6.2.1-ES Chapter 1-Introduction-Final-November 2017.pdf:11: • Chapter 6 addresses hydrogeology, drainage, flood risk, geology and
EN010082-000533-TEES - 180724 - Tees Second Written Questions - Final.pdf:7: Wilton International drainage system.
EN010082-000533-TEES - 180724 - Tees Second Written Questions - Final.pdf:7: of water to the existing drainage system (as described in REP2-006] are ‘embedded
EN010082-000562-Report on the Implications for European Sites.pdf:6: • Indicative Drainage Plan Key Plan APP-025.
EN010082-000562-Report on the Implications for European Sites.pdf:14: International drainage system; a closed system which outfalls into the
EN010082-000562-Report on the Implications for European Sites.pdf:14: The existing drainage connection is illustrated on APP-025. The
EN010082-000562-Report on the Implications for European Sites.pdf:25: connected to the Proposed Development via the existing drainage system
EN010082-000562-Report on the Implications for European Sites.pdf:25: ensure safe discharge of water to the existing drainage system (as
EN010082-000373-6.2.5 - Tees CCPP - ES Chapter 5 - Project Description - clean Rev 2 with figures.pdf:5: drainage facilities are regarded as sufficient to manage existing plus new run
EN010082-000373-6.2.5 - Tees CCPP - ES Chapter 5 - Project Description - clean Rev 2 with figures.pdf:5: effluent to the site drainage system;
EN010082-000373-6.2.5 - Tees CCPP - ES Chapter 5 - Project Description - clean Rev 2 with figures.pdf:5: • existing services, including drainage; and
EN010082-000536-8.46 - Tees CCPP - Applicant's Response to ExA's Second WQs - Deadline 5 - FINAL - 07.08.18.pdf:5: mains) and existing permitted discharge consent for effluent to the site drainage system
EN010082-000536-8.46 - Tees CCPP - Applicant's Response to ExA's Second WQs - Deadline 5 - FINAL - 07.08.18.pdf:6: existing services, including drainage.
EN010082-000536-8.46 - Tees CCPP - Applicant's Response to ExA's Second WQs - Deadline 5 - FINAL - 07.08.18.pdf:11: Wilton International drainage system.
EN010082-000536-8.46 - Tees CCPP - Applicant's Response to ExA's Second WQs - Deadline 5 - FINAL - 07.08.18.pdf:11: discharge of water to the existing drainage system (as described in REP2-006]
EN010082-000337-Rule 8 Letter.pdf:14: discharge, drainage, flooding and the Water Framework
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (2).pdf:3: “indicative drainage plan” means the plan submitted in support of the application, listed in t h e
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (2).pdf:3: examination library index under reference APP-026 and certified as the indicative drainage
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (2).pdf:8: (g) the indicative drainage plan;
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (2).pdf:10: (g) surface and foul drainage including trade effluent and foul water discharge points, oil
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (2).pdf:10: (h) connections to drainage system;
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (2).pdf:10: (f) surface and foul drainage; and
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (2).pdf:16: (f) written details of the surface water drainage systems (including means of pollution
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (2).pdf:17:Surface water drainage during operation
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (2).pdf:17: of the surface water drainage system (including means of pollution control) relating to that phas e
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (2).pdf:17: (2) The surface water drainage system must be constructed in accordance with the approved
EN010082-000489-Applicant's response to the council's late D2 submission.pdf:5: mains) and existing permitted discharge consent for effluent to the site drainage system
EN010082-000489-Applicant's response to the council's late D2 submission.pdf:5: existing services, including drainage.
EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:6:Detailed River Network Offline Drainage pg 38 Yes Yes n/a
EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:11: Discharge Type: Trade Discharges - Site Drainage
EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:11: Discharge Type: Trade Discharges - Site Drainage
EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:47: Detailed River Network Offline Drainage
EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:47: Detailed River Network Offline Drainage
EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:47: Detailed River Network Offline Drainage
EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:47: Detailed River Network Offline Drainage
EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:47: Detailed River Network Offline Drainage
EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:47: Detailed River Network Offline Drainage
EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:47: Detailed River Network Offline Drainage
EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:47: Detailed River Network Offline Drainage
EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:47: Detailed River Network Offline Drainage
EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:47: Detailed River Network Offline Drainage
EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:47: Detailed River Network Offline Drainage
EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:47: Detailed River Network Offline Drainage
EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:47: Detailed River Network Offline Drainage
EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:47: Detailed River Network Offline Drainage
EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:47: Detailed River Network Offline Drainage
EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:47: Detailed River Network Offline Drainage
EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:47: Detailed River Network Offline Drainage
EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:47: Detailed River Network Offline Drainage
EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:47: Detailed River Network Offline Drainage
EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:86:Detailed River Network Offline Drainage
EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf:21: four other small drainage ditches within close proximity of the Project
EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf:33: 2010, Water Act 2003 and 2014, Land Drainage Act 1991
EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf:33: pressures; discharge and pollution; and for drainage management
EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf:38: Drainage and flood risk;
EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf:84: Site surface water drainage system, which collects surface water run-off
EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf:96: Wilton International drainage system, a closed system which outfalls into
EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf:96: REP2-080. The existing drainage connection is illustrated on APP-025.
EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf:109: connected to the Proposed Development via the existing drainage system
EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf:110: discharge of water to the existing drainage system (as described in
EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf:135: 4.10 - Indicative Drainage Plan Key Plan - Final - November 2017
EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf:135: 4.10 - Indicative Drainage Plan Sheet 1 - Final - November 2017
EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf:135: 4.10 - Indicative Drainage Plan Sheet 2 - Final - November 2017
EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf:136: 4.10 - Indicative Drainage Plan Sheet 3 - Final - November 2017
EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf:162: “indicative drainage plan” means the plan submitted with the application showing the
EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf:162: indicative drainage connection point and certified as the indicative drainage plan by the
EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf:166: (d) the indicative drainage plan;
EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf:169: (g) surface and foul drainage including trade effluent and foul water discharge points, oil
EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf:169: (h) connections to drainage system;
EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf:169: (f) surface and foul drainage; and
EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf:175: (f) written details of the surface water drainage systems (including means of pollution
EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf:176:Surface water drainage – operational
EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf:176:of the surface water drainage system (including means of pollution control) relating to that phase
EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf:176: (2) The surface water drainage system must be constructed in accordance with the approved
EN010082-000476-Applicant’s Comments on Redcar and Cleveland Borough Council’s Responses to the Examiner’s Written Questions D3.pdf:5: mains) and existing permitted discharge consent for effluent to the site drainage system
EN010082-000476-Applicant’s Comments on Redcar and Cleveland Borough Council’s Responses to the Examiner’s Written Questions D3.pdf:5: existing services, including drainage.
EN010082-000476-Applicant’s Comments on Redcar and Cleveland Borough Council’s Responses to the Examiner’s Written Questions D3.pdf:22: requirement for brownfield developments to limit runoff to 50% of for all new development on brownfield sites. drainage system that also served the previous power station that occupied the Site), rather
EN010082-000476-Applicant’s Comments on Redcar and Cleveland Borough Council’s Responses to the Examiner’s Written Questions D3.pdf:22: comprehensive surface water drainage system that serves the whole Wilton International
EN010082-000476-Applicant’s Comments on Redcar and Cleveland Borough Council’s Responses to the Examiner’s Written Questions D3.pdf:22: this is beneficial to the operation of the wider Wilton International Site drainage system.
EN010082-000524-_DOC_150670236(1)_DEADLINE 4_ DCO (Validated).pdf:3: “indicative drainage plan” means the plan submitted with the application showing the
EN010082-000524-_DOC_150670236(1)_DEADLINE 4_ DCO (Validated).pdf:3: indicative drainage connection point and certified as the indicative drainage plan by the
EN010082-000524-_DOC_150670236(1)_DEADLINE 4_ DCO (Validated).pdf:8: (d) the indicative drainage plan;
EN010082-000524-_DOC_150670236(1)_DEADLINE 4_ DCO (Validated).pdf:10: (g) surface and foul drainage including trade effluent and foul water discharge points, oil
EN010082-000524-_DOC_150670236(1)_DEADLINE 4_ DCO (Validated).pdf:10: (h) connections to drainage system;
EN010082-000524-_DOC_150670236(1)_DEADLINE 4_ DCO (Validated).pdf:10: (f) surface and foul drainage; and
EN010082-000524-_DOC_150670236(1)_DEADLINE 4_ DCO (Validated).pdf:16: (f) written details of the surface water drainage systems (including means of pollution
EN010082-000524-_DOC_150670236(1)_DEADLINE 4_ DCO (Validated).pdf:17:Surface water drainage – operational
EN010082-000524-_DOC_150670236(1)_DEADLINE 4_ DCO (Validated).pdf:17:of the surface water drainage system (including means of pollution control) relating to that phase
EN010082-000524-_DOC_150670236(1)_DEADLINE 4_ DCO (Validated).pdf:17: (2) The surface water drainage system must be constructed in accordance with the approved
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
EN010082-000350-Placeholder for ExA's Written Questions.pdf:15: drainage as a permitted system is already in place.
EN010082-000350-Placeholder for ExA's Written Questions.pdf:50:Q1.12.5 Applicant Paragraph C1.41 of Annex C APP-064 states that drainage features are shown on Figure C3.1.
EN010082-000350-Placeholder for ExA's Written Questions.pdf:51:Q1.12.11 Applicant Please clarify what the annotations are (Q8, AS etc.) on the ‘Indicative Drainage Plan’ APP-027 and
EN010082-000350-Placeholder for ExA's Written Questions.pdf:51: how drainage within the Project site would drain to the connection.
EN010082-000350-Placeholder for ExA's Written Questions.pdf:52: from the Project site will take place to the existing Wilton site drainage system through which it will be
EN010082-000369-2.1 - Tees CCPP - Draft DCO with proposed change - clean Rev 2.pdf:3: “indicative drainage plan” means the plan submitted with the application showing the
EN010082-000369-2.1 - Tees CCPP - Draft DCO with proposed change - clean Rev 2.pdf:3: indicative drainage connection point and certified as the indicative drainage plan by the
EN010082-000369-2.1 - Tees CCPP - Draft DCO with proposed change - clean Rev 2.pdf:8: (e) the indicative drainage connection plan;
EN010082-000369-2.1 - Tees CCPP - Draft DCO with proposed change - clean Rev 2.pdf:11: (g) surface and foul drainage including trade effluent and foul water discharge points, oil
EN010082-000369-2.1 - Tees CCPP - Draft DCO with proposed change - clean Rev 2.pdf:11: (h) connections to drainage system;
EN010082-000369-2.1 - Tees CCPP - Draft DCO with proposed change - clean Rev 2.pdf:11: (f) surface and foul drainage; and
EN010082-000369-2.1 - Tees CCPP - Draft DCO with proposed change - clean Rev 2.pdf:17: (e) written details of the surface water drainage systems (including means of pollution
EN010082-000369-2.1 - Tees CCPP - Draft DCO with proposed change - clean Rev 2.pdf:17:Surface water drainage – operational
EN010082-000369-2.1 - Tees CCPP - Draft DCO with proposed change - clean Rev 2.pdf:17:of the surface water drainage system (including means of pollution control) relating to that phase
EN010082-000369-2.1 - Tees CCPP - Draft DCO with proposed change - clean Rev 2.pdf:17: (2) The surface water drainage system must be constructed in accordance with the approved
EN010082-000497-_DOC_40064625(1)_DEADLINE 2_ DCO showing changes.pdf:3: “indicative drainage plan” means the plan submitted with the application showing the
EN010082-000497-_DOC_40064625(1)_DEADLINE 2_ DCO showing changes.pdf:3: indicative drainage connection point and certified as the indicative drainage plan by the
EN010082-000497-_DOC_40064625(1)_DEADLINE 2_ DCO showing changes.pdf:8: (e)(d) the indicative drainage connection plan;
EN010082-000497-_DOC_40064625(1)_DEADLINE 2_ DCO showing changes.pdf:11: (g) surface and foul drainage including trade effluent and foul water discharge points, oil
EN010082-000497-_DOC_40064625(1)_DEADLINE 2_ DCO showing changes.pdf:11: (h) connections to drainage system;
EN010082-000497-_DOC_40064625(1)_DEADLINE 2_ DCO showing changes.pdf:11: (f) surface and foul drainage; and
EN010082-000497-_DOC_40064625(1)_DEADLINE 2_ DCO showing changes.pdf:17: (f) written details of the surface water drainage systems (including means of pollution
EN010082-000497-_DOC_40064625(1)_DEADLINE 2_ DCO showing changes.pdf:18:Surface water drainage – operational
EN010082-000497-_DOC_40064625(1)_DEADLINE 2_ DCO showing changes.pdf:18:of the surface water drainage system (including means of pollution control) relating to that phase
EN010082-000497-_DOC_40064625(1)_DEADLINE 2_ DCO showing changes.pdf:18: (2) The surface water drainage system must be constructed in accordance with the approved
EN010082-000589-2.1 - Tees CCPP - Draft Development Consent Order – Final (Version 7).pdf:3: “indicative drainage plan” means the plan submitted with the application showing the
EN010082-000589-2.1 - Tees CCPP - Draft Development Consent Order – Final (Version 7).pdf:3: indicative drainage connection point and certified as the indicative drainage plan by the
EN010082-000589-2.1 - Tees CCPP - Draft Development Consent Order – Final (Version 7).pdf:8: (d) the indicative drainage plan;
EN010082-000589-2.1 - Tees CCPP - Draft Development Consent Order – Final (Version 7).pdf:10: (g) surface and foul drainage including trade effluent and foul water discharge points, oil
EN010082-000589-2.1 - Tees CCPP - Draft Development Consent Order – Final (Version 7).pdf:10: (h) connections to drainage system;
EN010082-000589-2.1 - Tees CCPP - Draft Development Consent Order – Final (Version 7).pdf:10: (f) surface and foul drainage; and
EN010082-000589-2.1 - Tees CCPP - Draft Development Consent Order – Final (Version 7).pdf:16: (f) written details of the surface water drainage systems (including means of pollution
EN010082-000589-2.1 - Tees CCPP - Draft Development Consent Order – Final (Version 7).pdf:17:Surface water drainage – operational
EN010082-000589-2.1 - Tees CCPP - Draft Development Consent Order – Final (Version 7).pdf:17:of the surface water drainage system (including means of pollution control) relating to that phase
EN010082-000589-2.1 - Tees CCPP - Draft Development Consent Order – Final (Version 7).pdf:17: (2) The surface water drainage system must be constructed in accordance with the approved
EN010082-000316-TEES - Final Rule 6 letter.pdf:17: discharge, drainage, flooding and the Water Framework
EN010082-000217-EN010082-5.2-Grid Connection Statement-Final-November 2017.pdf:3: was completed in 2015. Two grid connection substations, the gas connection and site drainage
EN010082-000212-EN010082-5.6-Design Access Statement-Final-November 2017.pdf:7: mains) and existing permitted discharge consent for effluent to the site drainage system
EN010082-000212-EN010082-5.6-Design Access Statement-Final-November 2017.pdf:7: • existing services, including drainage.
EN010082-000212-EN010082-5.6-Design Access Statement-Final-November 2017.pdf:12: facilities and Sustainable Drainage Systems if appropriate; and
EN010082-000212-EN010082-5.6-Design Access Statement-Final-November 2017.pdf:17: Indicative Surface Water Drainage Plan - Application Showing the route for the surface water drainage
EN010082-000212-EN010082-5.6-Design Access Statement-Final-November 2017.pdf:30: Requirement 16 Surface and foul water Requires details of all permanent surface and foul water drainage
EN010082-000212-EN010082-5.6-Design Access Statement-Final-November 2017.pdf:30: drainage - operational systems to be submitted to the relevant planning authority for
EN010082-000218-EN010082-5.3-Gas Connection Statement-Final-November 2017.pdf:3: was completed in 2015. Two grid connection substations, the gas connection and site drainage
EN010082-000554-8.51 - Draft DCO - Clean (v5).pdf:3: “indicative drainage plan” means the plan submitted with the application showing the
EN010082-000554-8.51 - Draft DCO - Clean (v5).pdf:3: indicative drainage connection point and certified as the indicative drainage plan by the
EN010082-000554-8.51 - Draft DCO - Clean (v5).pdf:8: (d) the indicative drainage plan;
EN010082-000554-8.51 - Draft DCO - Clean (v5).pdf:10: (g) surface and foul drainage including trade effluent and foul water discharge points, oil
EN010082-000554-8.51 - Draft DCO - Clean (v5).pdf:10: (h) connections to drainage system;
EN010082-000554-8.51 - Draft DCO - Clean (v5).pdf:10: (f) surface and foul drainage; and
EN010082-000554-8.51 - Draft DCO - Clean (v5).pdf:16: (f) written details of the surface water drainage systems (including means of pollution
EN010082-000554-8.51 - Draft DCO - Clean (v5).pdf:17:Surface water drainage – operational
EN010082-000554-8.51 - Draft DCO - Clean (v5).pdf:17:of the surface water drainage system (including means of pollution control) relating to that phase
EN010082-000554-8.51 - Draft DCO - Clean (v5).pdf:17: (2) The surface water drainage system must be constructed in accordance with the approved
EN010082-000219-EN010082-5.4-Other Consents and Licences-Final-November 2017.pdf:5: mains) and existing permitted discharge consent for effluent to the site drainage system
EN010082-000219-EN010082-5.4-Other Consents and Licences-Final-November 2017.pdf:5: • existing services, including drainage.
EN010082-000219-EN010082-5.4-Other Consents and Licences-Final-November 2017.pdf:6: into the wider Wilton International Site drainage Infrastructure, and hazardous substances consent
EN010082-000144-EN010082-2.1-Draft Development Consent Order-Final-November 2017.pdf:4: “indicative drainage plan” means the plan submitted with the application showing the indicative
EN010082-000144-EN010082-2.1-Draft Development Consent Order-Final-November 2017.pdf:4: drainage connection point and certified as the indicative drainage plan by the Secretary of State for the
EN010082-000144-EN010082-2.1-Draft Development Consent Order-Final-November 2017.pdf:8:(e) the indicative drainage connection plan;
EN010082-000144-EN010082-2.1-Draft Development Consent Order-Final-November 2017.pdf:10:(g) surface and foul drainage including trade effluent and foul water discharge points, oil water separator
EN010082-000144-EN010082-2.1-Draft Development Consent Order-Final-November 2017.pdf:10:(h) connections to drainage system;
EN010082-000144-EN010082-2.1-Draft Development Consent Order-Final-November 2017.pdf:11:(f) surface and foul drainage; and
EN010082-000144-EN010082-2.1-Draft Development Consent Order-Final-November 2017.pdf:16:(e) written details of the surface water drainage systems (including means of pollution control and an
EN010082-000144-EN010082-2.1-Draft Development Consent Order-Final-November 2017.pdf:16:Surface water drainage – operational
EN010082-000144-EN010082-2.1-Draft Development Consent Order-Final-November 2017.pdf:16:water drainage system (including means of pollution control) relating to that phase have been submitted to
EN010082-000144-EN010082-2.1-Draft Development Consent Order-Final-November 2017.pdf:16:(2) The surface water drainage system must be constructed in accordance with the approved details before
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (3).pdf:3: “indicative drainage plan” means the plan submitted in support of the application, listed in t h e
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (3).pdf:3: examination library index under reference APP-026 and certified as the indicative drainage
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (3).pdf:8: (g) the indicative drainage plan;
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (3).pdf:10: (g) surface and foul drainage including trade effluent and foul water discharge points, oil
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (3).pdf:10: (h) connections to drainage system;
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (3).pdf:10: (f) surface and foul drainage; and
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (3).pdf:16: (f) written details of the surface water drainage systems (including means of pollution
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (3).pdf:17:Surface water drainage during operation
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (3).pdf:17: of the surface water drainage system (including means of pollution control) relating to that phas e
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (3).pdf:17: (2) The surface water drainage system must be constructed in accordance with the approved
EN010082-000552-8.53 - Explanatory Memorandum - Clean (v3).pdf:12:5.8 Other provisions that are not required in the Order include drainage rights and rights to access land
EN010082-000552-8.53 - Explanatory Memorandum - Clean (v3).pdf:20:Surface water drainage - requirement are used in many made development consent orders.
EN010082-000552-8.53 - Explanatory Memorandum - Clean (v3).pdf:20: It requires details of surface water drainage systems of each part of the
EN010082-000552-8.53 - Explanatory Memorandum - Clean (v3).pdf:24: in relation to foul water drainage as a permitted system is already in place and the Project will connect
EN010082-000398-8 7 - Tees CCPP - Written Summary of Oral Case (ISH 10 04 18) - FINAL.pdf:4: mains) and existing permitted discharge consent for effluent to the site drainage system
EN010082-000398-8 7 - Tees CCPP - Written Summary of Oral Case (ISH 10 04 18) - FINAL.pdf:5: existing services, including drainage.
EN010082-000477-Applicant’s Comments on the Environment Agency’s Responses to the Examiner’s Written Questions D3.pdf:5: mains) and existing permitted discharge consent for effluent to the site drainage system
EN010082-000477-Applicant’s Comments on the Environment Agency’s Responses to the Examiner’s Written Questions D3.pdf:5: existing services, including drainage.
EN010082-000477-Applicant’s Comments on the Environment Agency’s Responses to the Examiner’s Written Questions D3.pdf:15: status in any waterbody water drainage system, which collects surface water runoff and effluent from all businesses on
EN010082-000170-EN010082-6.1-ES Non Technical Summary-Final-November 2017.pdf:10: • surface water management systems and foul drainage provision; and
EN010082-000170-EN010082-6.1-ES Non Technical Summary-Final-November 2017.pdf:10: sustainable drainage system that is sized to cope with future projected
EN010082-000170-EN010082-6.1-ES Non Technical Summary-Final-November 2017.pdf:12: drainage ditches within close proximity of the Project site
EN010082-000170-EN010082-6.1-ES Non Technical Summary-Final-November 2017.pdf:13: there are several minor watercourses/drainage ditches in close proximity to
EN010082-000170-EN010082-6.1-ES Non Technical Summary-Final-November 2017.pdf:14: be constructed to make use of the existing water disposal and drainage
EN010082-000170-EN010082-6.1-ES Non Technical Summary-Final-November 2017.pdf:14: Infrastructure, via the existing Wilton International surface water drainage
EN010082-000517-8.43 - Tees CCPP - Written Summary of Oral Case - Env Matters ISH - FINAL - 05.07.18.pdf:5: mains) and existing permitted discharge consent for effluent to the site drainage system
EN010082-000517-8.43 - Tees CCPP - Written Summary of Oral Case - Env Matters ISH - FINAL - 05.07.18.pdf:6: existing services, including drainage.
EN010082-000391-7 5 - Tees CCPP - SoCG with National Grid - Signed_Redacted.pdf:5: mains) and existing permitted discharge consent for effluent to the site drainage system
EN010082-000391-7 5 - Tees CCPP - SoCG with National Grid - Signed_Redacted.pdf:5: • existing services, including drainage.
EN010082-000537-8.47 - Tees CCPP - Draft DCO - Clean (v4).pdf:3: “indicative drainage plan” means the plan submitted with the application showing the
EN010082-000537-8.47 - Tees CCPP - Draft DCO - Clean (v4).pdf:3: indicative drainage connection point and certified as the indicative drainage plan by the
EN010082-000537-8.47 - Tees CCPP - Draft DCO - Clean (v4).pdf:8: (d) the indicative drainage plan;
EN010082-000537-8.47 - Tees CCPP - Draft DCO - Clean (v4).pdf:10: (g) surface and foul drainage including trade effluent and foul water discharge points, oil
EN010082-000537-8.47 - Tees CCPP - Draft DCO - Clean (v4).pdf:10: (h) connections to drainage system;
EN010082-000537-8.47 - Tees CCPP - Draft DCO - Clean (v4).pdf:10: (f) surface and foul drainage; and
EN010082-000537-8.47 - Tees CCPP - Draft DCO - Clean (v4).pdf:16: (f) written details of the surface water drainage systems (including means of pollution
EN010082-000537-8.47 - Tees CCPP - Draft DCO - Clean (v4).pdf:17:Surface water drainage – operational
EN010082-000537-8.47 - Tees CCPP - Draft DCO - Clean (v4).pdf:17:of the surface water drainage system (including means of pollution control) relating to that phase
EN010082-000537-8.47 - Tees CCPP - Draft DCO - Clean (v4).pdf:17: (2) The surface water drainage system must be constructed in accordance with the approved
EN010082-000595-8.71 - Tees CCPP - Explanatory Memorandum - Tracked (Version 4).pdf:13:5.8 Other provisions that are not required in the Order include drainage rights and rights to access land to
EN010082-000595-8.71 - Tees CCPP - Explanatory Memorandum - Tracked (Version 4).pdf:23:Surface water drainage - requirement are used in many made development consent orders.
EN010082-000595-8.71 - Tees CCPP - Explanatory Memorandum - Tracked (Version 4).pdf:23: It requires details of surface water drainage systems of each partphase of
EN010082-000595-8.71 - Tees CCPP - Explanatory Memorandum - Tracked (Version 4).pdf:27: imposed in relation to foul water drainage as a permitted system is already in place and the Project will
EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:10: British Standard Code of Practice for Earthworks BS Detailed methods for controlling drainage from construction sites.
EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:17: construction site drainage performance including surface water management
EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:17: and foul drainage provision, monitoring for the quality of water discharges;
EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:29: drainage systems;
EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:29: drainage systems, and directing surface water away
EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:30: discharge to the Wilton Site drainage system. All discharged
EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:30: in the drainage system to remove particulates prior to discharge
EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:30: Performance of the construction temporary drainage network,
EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:30: including foul drainage provisions, will be monitored regularly
EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:31: temporary drainage through the construction design and/or
EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:34: watercourses and drainage systems, whilst surface water will be directed away from
EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:34: bunding and/or temporary drainage systems will be put in place, designed in line with
EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:40:Construction bunds, temporary site drainage and sediment traps will be installed as required. EPC Contractor
EN010082-000274-Internal Examination Library (1).pdf:4: 4.10 - Indicative Drainage Plan Key Plan - Final - November 2017
EN010082-000274-Internal Examination Library (1).pdf:4: 4.10 - Indicative Drainage Plan Sheet 1 - Final - November 2017
EN010082-000274-Internal Examination Library (1).pdf:4: 4.10 - Indicative Drainage Plan Sheet 2 - Final - November 2017
EN010082-000274-Internal Examination Library (1).pdf:5: 4.10 - Indicative Drainage Plan Sheet 3 - Final - November 2017
EN010082-000189-EN010082-6.2.18-ES_Chapter 18-Conclusions-Final-November 2017.pdf:3: drainage Infrastructure, via the existing Wilton International Site surface
EN010082-000189-EN010082-6.2.18-ES_Chapter 18-Conclusions-Final-November 2017.pdf:3: water drainage system.
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:5:7.2 Sub-Surface Drainage Condition 12
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:7: June 2015 Drainage Condition Report, Lanes Group Plc. Ref:PJ00192676
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:8:west into the Kettle Beck. Further sections of drainage are located to the east of site from
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:8:c.60m, however the sections do not appear to be part of the wider drainage network.
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:9:sumps and drainage have been inspected. Records of environmental incidents from 2001
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:9:that potential uncontrolled releases may have occurred, including from drainage or spill
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:17:7.2 Sub-Surface Drainage Condition
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:17:the storm water and oily water drainage systems using high pressure jet washing and
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:17:required additional cleaning. Copies of the reports for the storm water drainage (Lanes for
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:17:Drains report referenced PJ142724, dated 23/10/2013) and oily water drainage system
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:17:Both the storm water and oily water drainage systems were noted to be left in a ‘cleaned’
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:31:drainage or spill events. A Phase II Intrusive Investigation was recommended.
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:34: Kettle Beck. Further sections of drainage are located to the east of site from c.60m, however the
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:34: sections do not appear to be part of the wider drainage network.
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:35: were bunded, the site maintained separators and interceptors and waste sumps and drainage have
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:35: uncontrolled releases may have occurred, including from drainage or spill events.
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:36: drainage runs, sumps;
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:38: Migration via drainage Low to Moderate. Potential for contamination identified.
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:46:and oily water drainage systems all operate in the vicinity of the monitoring well location.
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:64: Beck. Further sections of drainage are located to the east of site from c.60m, however the sections
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:64: do not appear to be part of the wider drainage network.
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:65: drainage runs, sumps;
EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:67: Migration via drainage Low: CCTV survey of surface water and foul water drains showed
EN010082-000498-_DOC_40066241(1)_DEADLINE 2_ EM v2 (Formatted - Tracked).pdf:12:5.8 Other provisions that are not required in the Order include drainage rights and rights to access land
EN010082-000498-_DOC_40066241(1)_DEADLINE 2_ EM v2 (Formatted - Tracked).pdf:19: Surface water drainage - requirement are used in many made development consent orders.
EN010082-000498-_DOC_40066241(1)_DEADLINE 2_ EM v2 (Formatted - Tracked).pdf:19: It requires details of surface water drainage systems of each part of the
EN010082-000498-_DOC_40066241(1)_DEADLINE 2_ EM v2 (Formatted - Tracked).pdf:23: in relation to foul water drainage as a permitted system is already in place and the Project will connect
EN010082-000389-7 3 - Tees CCPP - SoCG with Redcar Cleveland - DRAFT.pdf:4: mains) and existing permitted discharge consent for effluent to the site drainage system
EN010082-000389-7 3 - Tees CCPP - SoCG with Redcar Cleveland - DRAFT.pdf:5: • existing services, including drainage.
EN010082-000389-7 3 - Tees CCPP - SoCG with Redcar Cleveland - DRAFT.pdf:16: • Requirement 16 ‘Surface water drainage – operational’.
EN010082-000389-7 3 - Tees CCPP - SoCG with Redcar Cleveland - DRAFT.pdf:26: Development would not increase the risk of flooding off-site because the drainage and landscape design
EN010082-000389-7 3 - Tees CCPP - SoCG with Redcar Cleveland - DRAFT.pdf:27: for example. Whilst there are several minor watercourses/drainage ditches in close proximity to the site,
EN010082-000389-7 3 - Tees CCPP - SoCG with Redcar Cleveland - DRAFT.pdf:27: the existing water disposal and drainage Infrastructure, via the existing Wilton International Site surface
EN010082-000389-7 3 - Tees CCPP - SoCG with Redcar Cleveland - DRAFT.pdf:27: water drainage system.
EN010082-000387-7 1 - Tees CCPP - SoCG with TVWT - Signed_Redacted.pdf:5: mains) and existing permitted discharge consent for effluent to the site drainage system
EN010082-000387-7 1 - Tees CCPP - SoCG with TVWT - Signed_Redacted.pdf:5: • existing services, including drainage.
EN010082-000141-EN010082-1.4-Notices for Statutory Publicity-Final-November 2017.pdf:5: mains) and existing permitted discharge consent for effluent to the site drainage system
EN010082-000141-EN010082-1.4-Notices for Statutory Publicity-Final-November 2017.pdf:5: • existing services, including drainage.
EN010082-000141-EN010082-1.4-Notices for Statutory Publicity-Final-November 2017.pdf:43: and foul water drainage systems, connections to utilities, noise attenuation walls, security fencing and
EN010082-000141-EN010082-1.4-Notices for Statutory Publicity-Final-November 2017.pdf:46: surface and foul water drainage systems, connections to utilities, noise attenuation walls, security
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (1).pdf:3: “indicative drainage plan” means the plan submitted in support of the application, listed in t h e
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (1).pdf:3: examination library index under reference APP-026 and certified as the indicative drainage
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (1).pdf:8: (g) the indicative drainage plan;
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (1).pdf:10: (g) surface and foul drainage including trade effluent and foul water discharge points, oil
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (1).pdf:10: (h) connections to drainage system;
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (1).pdf:10: (f) surface and foul drainage; and
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (1).pdf:16: (f) written details of the surface water drainage systems (including means of pollution
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (1).pdf:17:Surface water drainage during operation
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (1).pdf:17: of the surface water drainage system (including means of pollution control) relating to that phas e
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (1).pdf:17: (2) The surface water drainage system must be constructed in accordance with the approved
EN010082-000501-8.9 - Tees CCPP - Abbreviation List.pdf:5: IDB Internal Drainage Board
EN010082-000501-8.9 - Tees CCPP - Abbreviation List.pdf:8: SUDS Sustainable Drainage Systems
EN010082-000594-8.69 - Draft Development Consent Order - Tracked (Version 7).pdf:3: “indicative drainage plan” means the plan submitted with the application showing the indicative
EN010082-000594-8.69 - Draft Development Consent Order - Tracked (Version 7).pdf:3: drainage connection point and certified as the indicative drainage plan by the Secretary of State
EN010082-000594-8.69 - Draft Development Consent Order - Tracked (Version 7).pdf:8: (d) the indicative drainage plan;
EN010082-000594-8.69 - Draft Development Consent Order - Tracked (Version 7).pdf:10: (g) surface and foul drainage including trade effluent and foul water discharge points, oil water
EN010082-000594-8.69 - Draft Development Consent Order - Tracked (Version 7).pdf:10: (h) connections to drainage system;
EN010082-000594-8.69 - Draft Development Consent Order - Tracked (Version 7).pdf:10: (f) surface and foul drainage; and
EN010082-000594-8.69 - Draft Development Consent Order - Tracked (Version 7).pdf:16: (f) written details of the surface water drainage systems (including means of pollution control
EN010082-000594-8.69 - Draft Development Consent Order - Tracked (Version 7).pdf:17:Surface water drainage – operational
EN010082-000594-8.69 - Draft Development Consent Order - Tracked (Version 7).pdf:17:the surface water drainage system (including means of pollution control) relating to that phase have
EN010082-000594-8.69 - Draft Development Consent Order - Tracked (Version 7).pdf:17: (2) The surface water drainage system must be constructed in accordance with the approved
EN010082-000368-1.2 - Tees CCPP - Application Guide - Rev 3.pdf:4: mains) and existing permitted discharge consent for effluent to the site drainage system
EN010082-000368-1.2 - Tees CCPP - Application Guide - Rev 3.pdf:4: existing services, including drainage.
EN010082-000368-1.2 - Tees CCPP - Application Guide - Rev 3.pdf:8: 4.10 Indicative Drainage Plan APFP Reg. 5(2)(o) 3.0
EN010082-000153-EN010082-4.10-Indicative Drainage Plan Sheet 1-Final-November 2017.pdf:1: EXISTING DRAINAGE CONNECTION
EN010082-000153-EN010082-4.10-Indicative Drainage Plan Sheet 1-Final-November 2017.pdf:1: INDICATIVE DRAINAGE PLAN SHEET 1 of 3
EN010082-000538-8.48 - Tees CCPP - Draft DCO - Tracked (v4).pdf:3: “indicative drainage plan” means the plan submitted with the application showing the
EN010082-000538-8.48 - Tees CCPP - Draft DCO - Tracked (v4).pdf:3: indicative drainage connection point and certified as the indicative drainage plan by the
EN010082-000538-8.48 - Tees CCPP - Draft DCO - Tracked (v4).pdf:8: (d) the indicative drainage plan;
EN010082-000538-8.48 - Tees CCPP - Draft DCO - Tracked (v4).pdf:10: (g) surface and foul drainage including trade effluent and foul water discharge points, oil
EN010082-000538-8.48 - Tees CCPP - Draft DCO - Tracked (v4).pdf:10: (h) connections to drainage system;
EN010082-000538-8.48 - Tees CCPP - Draft DCO - Tracked (v4).pdf:11: (f) surface and foul drainage; and
EN010082-000538-8.48 - Tees CCPP - Draft DCO - Tracked (v4).pdf:16: (f) written details of the surface water drainage systems (including means of pollution
EN010082-000538-8.48 - Tees CCPP - Draft DCO - Tracked (v4).pdf:17:Surface water drainage – operational
EN010082-000538-8.48 - Tees CCPP - Draft DCO - Tracked (v4).pdf:17:of the surface water drainage system (including means of pollution control) relating to that phase
EN010082-000538-8.48 - Tees CCPP - Draft DCO - Tracked (v4).pdf:17: (2) The surface water drainage system must be constructed in accordance with the approved
EN010082-000588-1.2 - Tees CCPP - Application Guide - Rev 3 - FINAL.pdf:4: mains) and existing permitted discharge consent for effluent to the site drainage system
EN010082-000588-1.2 - Tees CCPP - Application Guide - Rev 3 - FINAL.pdf:5: existing services, including drainage.
EN010082-000588-1.2 - Tees CCPP - Application Guide - Rev 3 - FINAL.pdf:7: 4.10 Indicative Drainage Plan (Sheets 1-3) 3.0 3.0 22.11.17 – Original Submission
EN010082-000392-7 6 - Tees CCPP - SoCG with CAA - Signed_Redacted.pdf:5: mains) and existing permitted discharge consent for effluent to the site drainage system
EN010082-000392-7 6 - Tees CCPP - SoCG with CAA - Signed_Redacted.pdf:5: • existing services, including drainage.
EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:9: surface water management systems and foul drainage provision; and
EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:52: discharge of any effluents during construction, including site drainage, will
EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:55: existing site water supply and drainage Infrastructure, and therefore no
EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:56:The Project site will be equipped with a surface water drainage system and a
EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:57: The disposal of all surface water drainage and process effluents to the sewage
EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:57: will be identified. A site drainage plan, which may incorporate a sustainable
EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:57: drainage system (SuDS), will be discussed at a high level subject to the
EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:57: findings of the site drainage and flood risk assessment and the process will
EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:57: drainage objectives for the site and its surroundings.
EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:58:local drainage network to attenuate that flow to safe levels.
EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:58:periods, and that these figures will be assessed against the present drainage
EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:58:system. If it is found that the current drainage system does not have capacity
EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:58:strategic drainage objectives, additional mitigation will be incorporated into
EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:58:would be allowed to drain to drainage ditches or watercourses during
EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:58:detailed methods that should be considered for the general control of drainage
EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:58:All aqueous process effluents will be discharged via the plant drainage
EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:59: details of the site water supply Infrastructure and drainage Infrastructure.
EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:66: drainage system;
EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:125:and flood risk assessment / mitigation of the flood risk and drainage including from / to natu
EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:125: desk based review of spillage and the mobilisation of sustainable urban drainage required.
EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:125: drainage management return periods, and these figures As the site is l
EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:125: drainage system. sequential or
EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:131:SuDS Sustainable Drainage System
EN010082-000378-5.6 - Tees CCPP - Design & Access Statement - tracked Rev 3.pdf:7: mains) and existing permitted discharge consent for effluent to the site drainage system
EN010082-000378-5.6 - Tees CCPP - Design & Access Statement - tracked Rev 3.pdf:7: • existing services, including drainage.
EN010082-000378-5.6 - Tees CCPP - Design & Access Statement - tracked Rev 3.pdf:12: facilities and Sustainable Drainage Systems if appropriate; and
EN010082-000378-5.6 - Tees CCPP - Design & Access Statement - tracked Rev 3.pdf:17:Indicative Surface Water Drainage Plan - Application Showing the route for the surface water drainage
EN010082-000378-5.6 - Tees CCPP - Design & Access Statement - tracked Rev 3.pdf:31: drainage - operational drainage systems to be submitted to the relevant planning
EN010082-000549-Natural England Response to D5.pdf:4:existing Wilton International drainage system. appropriate assessment to avoid the risk of a legal challenge.
EN010082-000549-Natural England Response to D5.pdf:4:ensure safe discharge of water to the existing drainage system
EN010082-000584-8.64 - Tees CCPP - CCR Memo.pdf:3:water drainage systems including oil interceptors as necessary and consistent with typical surface water drainage
EN010082-000584-8.64 - Tees CCPP - CCR Memo.pdf:3:systems for power stations. Space provision for site drainage e.g. surface water and process water drains has been
EN010082-000584-8.64 - Tees CCPP - CCR Memo.pdf:3: 1. Utilise the Wilton Site Drainage System, which the Applicant advises has a total capacity of 160,000 t/h and a
EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:10: British Standard Code of Practice for Earthworks BS Detailed methods for controlling drainage from construction sites.
EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:17: construction site drainage performance including surface water management
EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:17: and foul drainage provision, monitoring for the quality of water discharges;
EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:27: drainage systems;
EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:28: drainage systems, and directing surface water away
EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:29: discharge to the Wilton Site drainage system. All discharged
EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:29: in the drainage system to remove particulates prior to discharge
EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:29: Performance of the construction temporary drainage network,
EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:29: including foul drainage provisions, will be monitored regularly
EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:29: temporary drainage through the construction design and/or
EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:32: watercourses and drainage systems, whilst surface water will be directed away from
EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:32: bunding and/or temporary drainage systems will be put in place, designed in line with
EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:39:Construction bunds, temporary site drainage and sediment traps will be installed as required. EPC Contractor
EN010082-000192-EN010082-6.3.2-ES Annex B-Scoping Opinion-Final-November 2017.pdf:13: surface water management systems and foul drainage provision;
EN010082-000192-EN010082-6.3.2-ES Annex B-Scoping Opinion-Final-November 2017.pdf:30: drainage system and sewerage system for the Proposed Development
EN010082-000519-8.45 - CONSENTORDER_150335454(1)_DEADLINE 4_ DCOv3.pdf:3: “indicative drainage plan” means the plan submitted with the application showing the
EN010082-000519-8.45 - CONSENTORDER_150335454(1)_DEADLINE 4_ DCOv3.pdf:3: indicative drainage connection point and certified as the indicative drainage plan by the
EN010082-000519-8.45 - CONSENTORDER_150335454(1)_DEADLINE 4_ DCOv3.pdf:8: (d) the indicative drainage plan;
EN010082-000519-8.45 - CONSENTORDER_150335454(1)_DEADLINE 4_ DCOv3.pdf:10: (g) surface and foul drainage including trade effluent and foul water discharge points, oil
EN010082-000519-8.45 - CONSENTORDER_150335454(1)_DEADLINE 4_ DCOv3.pdf:10: (h) connections to drainage system;
EN010082-000519-8.45 - CONSENTORDER_150335454(1)_DEADLINE 4_ DCOv3.pdf:10: (f) surface and foul drainage; and
EN010082-000519-8.45 - CONSENTORDER_150335454(1)_DEADLINE 4_ DCOv3.pdf:16: (f) written details of the surface water drainage systems (including means of pollution
EN010082-000519-8.45 - CONSENTORDER_150335454(1)_DEADLINE 4_ DCOv3.pdf:17:Surface water drainage – operational
EN010082-000519-8.45 - CONSENTORDER_150335454(1)_DEADLINE 4_ DCOv3.pdf:17:of the surface water drainage system (including means of pollution control) relating to that phase
EN010082-000519-8.45 - CONSENTORDER_150335454(1)_DEADLINE 4_ DCOv3.pdf:17: (2) The surface water drainage system must be constructed in accordance with the approved
EN010082-000183-EN010082-6.2.12-ES Chapter 12-Cultural Heritage-Final-November 2017.pdf:20:12.51 The 1919 OS map (Figure 12. 3) shows the field boundaries and drainage
EN010082-000183-EN010082-6.2.12-ES Chapter 12-Cultural Heritage-Final-November 2017.pdf:20: around the site in significantly more detail. Clearly the drainage channels
EN010082-000183-EN010082-6.2.12-ES Chapter 12-Cultural Heritage-Final-November 2017.pdf:21: boundaries and drainage, with the hamlets of Lackenby, Lazenby and Wilton
EN010082-000145-EN010082-2.2-Explanatory Memorandum-Final-November 2017.pdf:12:5.8 Other provisions that are not required in the Order include drainage rights and rights to access
EN010082-000145-EN010082-2.2-Explanatory Memorandum-Final-November 2017.pdf:18:Surface water drainage - this requirement are used in many made development consent orders.
EN010082-000145-EN010082-2.2-Explanatory Memorandum-Final-November 2017.pdf:18:operational It requires details of surface water drainage systems of each part of the
EN010082-000145-EN010082-2.2-Explanatory Memorandum-Final-November 2017.pdf:22: no requirement imposed in relation to foul water drainage as a permitted system is already in
EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:10: British Standard Code of Practice for Earthworks BS Detailed methods for controlling drainage from construction sites.
EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:17: construction site drainage performance including surface water management
EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:17: and foul drainage provision, monitoring for the quality of water discharges;
EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:27: drainage systems;
EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:28: drainage systems, and directing surface water away
EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:29: discharge to the Wilton Site drainage system. All discharged
EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:29: in the drainage system to remove particulates prior to discharge
EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:29: Performance of the construction temporary drainage network,
EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:29: including foul drainage provisions, will be monitored regularly
EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:29: temporary drainage through the construction design and/or
EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:32: watercourses and drainage systems, whilst surface water will be directed away from
EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:32: bunding and/or temporary drainage systems will be put in place, designed in line with
EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:39:Construction bunds, temporary site drainage and sediment traps will be installed as required. EPC Contractor
EN010082-000365-8.2 - Tees CCPP - Non-Material Change - Schedule of Amended Document & Plans - Rev 1.pdf:4: mains) and existing permitted discharge consent for effluent to the site drainage system
EN010082-000365-8.2 - Tees CCPP - Non-Material Change - Schedule of Amended Document & Plans - Rev 1.pdf:5: • existing services, including drainage.
EN010082-000365-8.2 - Tees CCPP - Non-Material Change - Schedule of Amended Document & Plans - Rev 1.pdf:9: 4.10 Indicative Drainage Plan (Sheets 1- NO 1.0
EN010082-000175-EN010082-6.2.4-ES Chapter 4-Overview of Environmental and Socio-economic Baseline-Final-November.pdf:8: Tees. There are also four other small drainage ditches within close proximity
EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf:21: four other small drainage ditches within close proximity of the Project
EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf:33: 2010, Water Act 2003 and 2014, Land Drainage Act 1991
EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf:33: pressures; discharge and pollution; and for drainage management
EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf:38: Drainage and flood risk;
EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf:84: Site surface water drainage system, which collects surface water run-off
EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf:96: Wilton International drainage system, a closed system which outfalls into
EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf:96: REP2-080. The existing drainage connection is illustrated on APP-025.
EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf:109: connected to the Proposed Development via the existing drainage system
EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf:110: discharge of water to the existing drainage system (as described in
EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf:135: 4.10 - Indicative Drainage Plan Key Plan - Final - November 2017
EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf:135: 4.10 - Indicative Drainage Plan Sheet 1 - Final - November 2017
EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf:135: 4.10 - Indicative Drainage Plan Sheet 2 - Final - November 2017
EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf:136: 4.10 - Indicative Drainage Plan Sheet 3 - Final - November 2017
EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf:162: “indicative drainage plan” means the plan submitted with the application showing the
EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf:162: indicative drainage connection point and certified as the indicative drainage plan by the
EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf:166: (d) the indicative drainage plan;
EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf:169: (g) surface and foul drainage including trade effluent and foul water discharge points, oil
EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf:169: (h) connections to drainage system;
EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf:169: (f) surface and foul drainage; and
EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf:175: (f) written details of the surface water drainage systems (including means of pollution
EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf:176:Surface water drainage – operational
EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf:176:of the surface water drainage system (including means of pollution control) relating to that phase
EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf:176: (2) The surface water drainage system must be constructed in accordance with the approved
EN010082-000372-5.6 - Tees CCPP - Design & Access Statement - clean Rev 3.pdf:7: mains) and existing permitted discharge consent for effluent to the site drainage system
EN010082-000372-5.6 - Tees CCPP - Design & Access Statement - clean Rev 3.pdf:7: • existing services, including drainage.
EN010082-000372-5.6 - Tees CCPP - Design & Access Statement - clean Rev 3.pdf:12: facilities and Sustainable Drainage Systems if appropriate; and
EN010082-000372-5.6 - Tees CCPP - Design & Access Statement - clean Rev 3.pdf:17: Indicative Surface Water Drainage Plan - Application Showing the route for the surface water drainage
EN010082-000372-5.6 - Tees CCPP - Design & Access Statement - clean Rev 3.pdf:31: drainage - operational drainage systems to be submitted to the relevant planning
EN010082-000518-8.44 - Tees CCPP - Written Summary of Oral Case - Draft DCO - ISH - FINAL - 06.07.18.pdf:4: mains) and existing permitted discharge consent for effluent to the site drainage system
EN010082-000518-8.44 - Tees CCPP - Written Summary of Oral Case - Draft DCO - ISH - FINAL - 06.07.18.pdf:5: existing services, including drainage.
EN010082-000390-7 4 - Tees CCPP - SoCG with Environment Agency - DRAFT (2).pdf:4: mains) and existing permitted discharge consent for effluent to the site drainage system
EN010082-000390-7 4 - Tees CCPP - SoCG with Environment Agency - DRAFT (2).pdf:4: existing services, including drainage.
EN010082-000019-Scoping Report.pdf:7: surface water management systems and foul drainage provision; and
EN010082-000019-Scoping Report.pdf:50: discharge of any effluents during construction, including site drainage, will
EN010082-000019-Scoping Report.pdf:53: existing site water supply and drainage Infrastructure, and therefore no
EN010082-000019-Scoping Report.pdf:54:The Project site will be equipped with a surface water drainage system and a
EN010082-000019-Scoping Report.pdf:55: The disposal of all surface water drainage and process effluents to the sewage
EN010082-000019-Scoping Report.pdf:55: will be identified. A site drainage plan, which may incorporate a sustainable
EN010082-000019-Scoping Report.pdf:55: drainage system (SuDS), will be discussed at a high level subject to the
EN010082-000019-Scoping Report.pdf:55: findings of the site drainage and flood risk assessment and the process will
EN010082-000019-Scoping Report.pdf:55: drainage objectives for the site and its surroundings.
EN010082-000019-Scoping Report.pdf:56:local drainage network to attenuate that flow to safe levels.
EN010082-000019-Scoping Report.pdf:56:periods, and that these figures will be assessed against the present drainage
EN010082-000019-Scoping Report.pdf:56:system. If it is found that the current drainage system does not have capacity
EN010082-000019-Scoping Report.pdf:56:strategic drainage objectives, additional mitigation will be incorporated into
EN010082-000019-Scoping Report.pdf:56:would be allowed to drain to drainage ditches or watercourses during
EN010082-000019-Scoping Report.pdf:56:detailed methods that should be considered for the general control of drainage
EN010082-000019-Scoping Report.pdf:56:All aqueous process effluents will be discharged via the plant drainage
EN010082-000019-Scoping Report.pdf:57: details of the site water supply Infrastructure and drainage Infrastructure.
EN010082-000019-Scoping Report.pdf:64: drainage system;
EN010082-000019-Scoping Report.pdf:123:and flood risk assessment / mitigation of the flood risk and drainage including from / to natu
EN010082-000019-Scoping Report.pdf:123: desk based review of spillage and the mobilisation of sustainable urban drainage required.
EN010082-000019-Scoping Report.pdf:123: drainage management return periods, and these figures As the site is l
EN010082-000019-Scoping Report.pdf:123: drainage system. sequential or
EN010082-000019-Scoping Report.pdf:129:SuDS Sustainable Drainage System
EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf:21: four other small drainage ditches within close proximity of the Project
EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf:33: 2010, Water Act 2003 and 2014, Land Drainage Act 1991
EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf:33: pressures; discharge and pollution; and for drainage management
EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf:38: Drainage and flood risk;
EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf:84: Site surface water drainage system, which collects surface water run-off
EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf:96: Wilton International drainage system, a closed system which outfalls into
EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf:96: REP2-080. The existing drainage connection is illustrated on APP-025.
EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf:109: connected to the Proposed Development via the existing drainage system
EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf:110: discharge of water to the existing drainage system (as described in
EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf:135: 4.10 - Indicative Drainage Plan Key Plan - Final - November 2017
EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf:135: 4.10 - Indicative Drainage Plan Sheet 1 - Final - November 2017
EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf:135: 4.10 - Indicative Drainage Plan Sheet 2 - Final - November 2017
EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf:136: 4.10 - Indicative Drainage Plan Sheet 3 - Final - November 2017
EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf:162: “indicative drainage plan” means the plan submitted with the application showing the
EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf:162: indicative drainage connection point and certified as the indicative drainage plan by the
EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf:166: (d) the indicative drainage plan;
EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf:169: (g) surface and foul drainage including trade effluent and foul water discharge points, oil
EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf:169: (h) connections to drainage system;
EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf:169: (f) surface and foul drainage; and
EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf:175: (f) written details of the surface water drainage systems (including means of pollution
EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf:176:Surface water drainage – operational
EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf:176:of the surface water drainage system (including means of pollution control) relating to that phase
EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf:176: (2) The surface water drainage system must be constructed in accordance with the approved
EN010082-000176-EN010082-6.2.5-ES Chapter 5 -Project Description-Final-November 2017.pdf:5: drainage facilities are regarded as sufficient to manage existing plus new run
EN010082-000176-EN010082-6.2.5-ES Chapter 5 -Project Description-Final-November 2017.pdf:5: effluent to the site drainage system;
EN010082-000176-EN010082-6.2.5-ES Chapter 5 -Project Description-Final-November 2017.pdf:5: • existing services, including drainage; and
EN010082-000553-8.52 - Draft DCO - Tracked (v5).pdf:3: “indicative drainage plan” means the plan submitted with the application showing the indicative
EN010082-000553-8.52 - Draft DCO - Tracked (v5).pdf:3: drainage connection point and certified as the indicative drainage plan by the Secretary of State
EN010082-000553-8.52 - Draft DCO - Tracked (v5).pdf:8: (d) the indicative drainage plan;
EN010082-000553-8.52 - Draft DCO - Tracked (v5).pdf:10: (g) surface and foul drainage including trade effluent and foul water discharge points, oil water
EN010082-000553-8.52 - Draft DCO - Tracked (v5).pdf:10: (h) connections to drainage system;
EN010082-000553-8.52 - Draft DCO - Tracked (v5).pdf:10: (f) surface and foul drainage; and
EN010082-000553-8.52 - Draft DCO - Tracked (v5).pdf:16: (f) written details of the surface water drainage systems (including means of pollution control
EN010082-000553-8.52 - Draft DCO - Tracked (v5).pdf:17:Surface water drainage – operational
EN010082-000553-8.52 - Draft DCO - Tracked (v5).pdf:17:the surface water drainage system (including means of pollution control) relating to that phase have
EN010082-000553-8.52 - Draft DCO - Tracked (v5).pdf:17: (2) The surface water drainage system must be constructed in accordance with the approved
EN010082-000510-CONSULTATION REPORT FOR NON-MATERIAL CHANGE.pdf:4: mains) and existing permitted discharge consent for effluent to the site drainage system
EN010082-000510-CONSULTATION REPORT FOR NON-MATERIAL CHANGE.pdf:5: • existing services, including drainage.
EN010082-000579-8.59 - Tees CCPP - Applicant's Responses to the ExA's Information Requests - Deadline 7 - FINAL - 26.09.18.pdf:5: mains) and existing permitted discharge consent for effluent to the site drainage system
EN010082-000579-8.59 - Tees CCPP - Applicant's Responses to the ExA's Information Requests - Deadline 7 - FINAL - 26.09.18.pdf:6: existing services, including drainage.
EN010082-000582-8.62 - Tees CCPP - Draft DCO - Clean - Version 6.pdf:3: “indicative drainage plan” means the plan submitted with the application showing the
EN010082-000582-8.62 - Tees CCPP - Draft DCO - Clean - Version 6.pdf:3: indicative drainage connection point and certified as the indicative drainage plan by the
EN010082-000582-8.62 - Tees CCPP - Draft DCO - Clean - Version 6.pdf:8: (d) the indicative drainage plan;
EN010082-000582-8.62 - Tees CCPP - Draft DCO - Clean - Version 6.pdf:10: (g) surface and foul drainage including trade effluent and foul water discharge points, oil
EN010082-000582-8.62 - Tees CCPP - Draft DCO - Clean - Version 6.pdf:10: (h) connections to drainage system;
EN010082-000582-8.62 - Tees CCPP - Draft DCO - Clean - Version 6.pdf:10: (f) surface and foul drainage; and
EN010082-000582-8.62 - Tees CCPP - Draft DCO - Clean - Version 6.pdf:16: (f) written details of the surface water drainage systems (including means of pollution
EN010082-000582-8.62 - Tees CCPP - Draft DCO - Clean - Version 6.pdf:17:Surface water drainage – operational
EN010082-000582-8.62 - Tees CCPP - Draft DCO - Clean - Version 6.pdf:17:of the surface water drainage system (including means of pollution control) relating to that phase
EN010082-000582-8.62 - Tees CCPP - Draft DCO - Clean - Version 6.pdf:17: (2) The surface water drainage system must be constructed in accordance with the approved
EN010082-000596-5.4 - Tees CCPP - Other Consents & Licences - Rev 3 - FINAL.pdf:4: mains) and existing permitted discharge consent for effluent to the site drainage system
EN010082-000596-5.4 - Tees CCPP - Other Consents & Licences - Rev 3 - FINAL.pdf:5: existing services, including drainage.
EN010082-000596-5.4 - Tees CCPP - Other Consents & Licences - Rev 3 - FINAL.pdf:6: the wider Wilton International Site drainage Infrastructure, and hazardous substances consent or a Lower
TR030002-000563-Doc 7.4 Draft Development Consent Obligations - Heads of Terms.pdf:5: Community Woodland towards the improvement of drainage within
TR030002-001864-The York Potash Harbour Facilities Draft Amendment Order.pdf:2: (d) surface and foul drainage
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:54: It is envisaged that there would be no surface water effects due to the proposed drainage
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:101: • A shaft platform in the northern area of the mine surface development site, with an under drainage
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:105: downstream of the access track to Thorn Hill where the track has impeded/altered the natural drainage
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:12: of smaller surface water bodies including ponds, lagoons and drainage channels (See Appendix A for
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:12:2.1.4 The local area is drained by Dabholm Gut, which is a locally important, tidally influenced drainage
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:19:3.3.2 The local area is drained by Dabholm Gut, which is a locally important, tidally influenced drainage
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:20:3.5.3 Leachate is reported to meet discharge consent parameters. A surface water drainage system is in
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:24: which have been revoked. The only consent which appears to remain valid pertains to site drainage
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:24: that the discharge consent is for site drainage and the volume of water discharging to the Tees is likely
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:43: Detailed River Network Offline Drainage pg 42 Yes
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:72: Discharge Type: Trade Discharges - Site Drainage
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:77: Discharge Type: Trade Discharges - Site Drainage
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:87: Detailed River Network Offline Drainage
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:104:Detailed River Network Offline Drainage
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:127: Detailed River Network Offline Drainage
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:165: Detailed River Network Offline Drainage
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:180:Detailed River Network Offline Drainage
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:203: Detailed River Network Offline Drainage
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:206: Discharge Type: Trade Discharges - Site Drainage (Contaminated Surface Water, Not Waste
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:206: Discharge Type: Trade Discharges - Site Drainage (Contaminated Surface Water, Not Waste
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:207: Discharge Type: Trade Discharges - Site Drainage (Contaminated Surface Water, Not Waste
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:209: Detailed River Network Offline Drainage
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:219:Detailed River Network Offline Drainage
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:243: Detailed River Network Offline Drainage
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:246: Detailed River Network Offline Drainage
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:252:Detailed River Network Offline Drainage
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:157: Drainage Method Radial+One End Radial+One End Radial+One End
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:162: Drainage Method Radial+One End Radial+One End Radial+One End
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:167: Drainage Method Radial+One End Radial+One End Radial+One End
TR030002-000499-Section 17 App 17.1 Flood Risk Assessment.pdf:5: 6.2 Surface Water Drainage Strategy ………………………………………………………………………………. 18
TR030002-000499-Section 17 App 17.1 Flood Risk Assessment.pdf:11: along with how the proposed layout of the project may affect drainage systems;
TR030002-000499-Section 17 App 17.1 Flood Risk Assessment.pdf:12: and 3 or land within Flood Zone 1 that has critical drainage problems and has been notified
TR030002-000499-Section 17 App 17.1 Flood Risk Assessment.pdf:12: rising groundwater, overwhelmed sewers and drainage systems and from reservoirs, canals
TR030002-000499-Section 17 App 17.1 Flood Risk Assessment.pdf:14: SFRA Critical Drainage Areas
TR030002-000499-Section 17 App 17.1 Flood Risk Assessment.pdf:14:3.2.7 Critical Drainage Areas (CDAs) are identified within the SFRA as areas recognised for suffering from
TR030002-000499-Section 17 App 17.1 Flood Risk Assessment.pdf:15: and Sustainable Drainage Systems if appropriate
TR030002-000499-Section 17 App 17.1 Flood Risk Assessment.pdf:16: The Environment Agency stated that the drainage design for the proposed scheme will need
TR030002-000499-Section 17 App 17.1 Flood Risk Assessment.pdf:16:3.3.2 Informal consultation was also carried out with RCBC Senior Drainage Officer in relation to both the
TR030002-000499-Section 17 App 17.1 Flood Risk Assessment.pdf:16: RCBC confirmed that Sustainable urban Drainage Systems (SuDS) would not be obligatory
TR030002-000499-Section 17 App 17.1 Flood Risk Assessment.pdf:16: for the drainage for flood risk purposes and that direct discharge of surface water drainage
TR030002-000499-Section 17 App 17.1 Flood Risk Assessment.pdf:16: RCBC stated that drainage attenuation may be required if discharging from the proposed
TR030002-000499-Section 17 App 17.1 Flood Risk Assessment.pdf:19:4.3.3 The Environment Agency stated that the drainage design for the proposed scheme will need to
TR030002-000499-Section 17 App 17.1 Flood Risk Assessment.pdf:19: drainage; the Environment Agency stated that free discharge of water would be acceptable at the
TR030002-000499-Section 17 App 17.1 Flood Risk Assessment.pdf:19:4.3.4 Informal consultation was also carried out with RCBC’s Senior Drainage Officer in 14 January 2014 in
TR030002-000499-Section 17 App 17.1 Flood Risk Assessment.pdf:19: drainage into the Tees estuary was determined to be likely to be acceptable; on the basis that this
TR030002-000499-Section 17 App 17.1 Flood Risk Assessment.pdf:19:4.4.1 Surface water flooding occurs when rainwater does not drain away through the normal drainage
TR030002-000499-Section 17 App 17.1 Flood Risk Assessment.pdf:20: sewerage and drainage systems can be completely overwhelmed during a surface water flooding
TR030002-000499-Section 17 App 17.1 Flood Risk Assessment.pdf:20: event, preventing drainage and exacerbating the flooding problem.
TR030002-000499-Section 17 App 17.1 Flood Risk Assessment.pdf:20: critical drainage area. Additionally there has been no groundwater flooding instances reported at the
TR030002-000499-Section 17 App 17.1 Flood Risk Assessment.pdf:23:5.3.2 Because the Conveyor would be elevated, it would not impact on surface water drainage at the site.
TR030002-000499-Section 17 App 17.1 Flood Risk Assessment.pdf:24:6.2 Surface Water Drainage Strategy
TR030002-000499-Section 17 App 17.1 Flood Risk Assessment.pdf:24: site could see increased flood risk as a result of the development and, therefore, mitigation (drainage)
TR030002-000499-Section 17 App 17.1 Flood Risk Assessment.pdf:24:6.2.2 An adequate drainage system, discharging into the Tees (the preferred option identified from
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:37: 14.—(1) The undertaker may use any watercourse or any public sewer or drain for the drainage
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:37: an internal drainage board, a joint planning board, a local authority, or a sewerage
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:58: (e) surface and foul drainage;
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:58: (e) surface and foul drainage;
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:132: Management of Site Drainage and Effluent Systems – 1701
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:146: Management of Site Drainage and Effluent Systems – 1701
TR030002-000425-Doc 5.2 Funding Statement Appendix 2 - Investor Presentation February 2015.pdf:28: risk increased surface water flows from site drainage and treated
TR030002-000425-Doc 5.2 Funding Statement Appendix 2 - Investor Presentation February 2015.pdf:29: alteration to drainage systems; negligible
TR030002-000460-Section 3 App 3.1 Waste management.pdf:12: a protection geotextile which was overlain by 1.0m of subsoil and topsoil. A surface water drainage
TR030002-000460-Section 3 App 3.1 Waste management.pdf:28: within a sealed drainage system i.e. not the Bran Sands lagoon.
TR030002-000460-Section 3 App 3.1 Waste management.pdf:33: the use of up to 5,000 tonnes of uncontaminated sediment for drainage work carried out under the Land
TR030002-000460-Section 3 App 3.1 Waste management.pdf:33: Drainage Act 1991, the Water Resources Act 1991 or the Environment Act 1995; or 1,000 tonnes for
TR030002-000460-Section 3 App 3.1 Waste management.pdf:34: of a structure and the preparation of a site for an intended structure. It includes drainage works. This
TR030002-000460-Section 3 App 3.1 Waste management.pdf:43: drainage systems) and remedial works in order to allow the site surfaces to blend into the surrounding
TR030002-000713-Redcar and Cleveland Borough Council (Response to the Examining Authority's First Written Questions).pdf:3:To: Internal Drainage Boards (IDBs)
TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf:23:where grazing, drainage or lack of nutrients prevent it from becoming rank.
TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf:85: Drainage pipes and ducts
TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf:143: RSPB drainage Ian
TR030002-000801-Document 6.8B - Governance Tracker.pdf:9:20 Interceptors would be included within the drainage system during operation. Design approval (Requirement 2 and
TR030002-000801-Document 6.8B - Governance Tracker.pdf:21: drainage system, discharging directly into the Tees (the preferred option identified from consultation Requirement 3)
TR030002-000801-Document 6.8B - Governance Tracker.pdf:24:81 Ensure that the final designs for the site drainage system minimise any increase in surface water flows. Design approval (Requirement 2 and
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:14: 14.—(1) The undertaker may use any watercourse or any public sewer or drain for the drainage
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:14: internal drainage board, a joint planning board, a local authority, or a sewerage undertaker;
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:32: (e) surface and foul drainage;
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:32: (d)(e) surface and foul drainage;
TR030002-000470-Section 6 App 6.4 CEMP.pdf:11: of the location of the local drainage system (and watercourses); requirement to engage emergency
TR030002-000470-Section 6 App 6.4 CEMP.pdf:20:18 Interceptors would be included within the drainage system during operation. Storage areas would also be bunded and drip trays used where
TR030002-001866-The York Potash Harbour Facilities Order Amendment Application Statement.pdf:20: (e) surface and foul drainage;
TR030002-001866-The York Potash Harbour Facilities Order Amendment Application Statement.pdf:21: (e) surface and foul drainage;
TR030002-001866-The York Potash Harbour Facilities Order Amendment Application Statement.pdf:21: (d) surface and foul drainage
TR030002-000734-York Potash Limited (SoCG & Appendices 1-8).pdf:46: recycling and waste facilities and Sustainable Drainage Systems if appropriate;
TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf:35: around it. The site provides access to the world-class loading areas. Reed bed style ponds will provide drainage
TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf:35: SITE DRAINAGE
TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf:94: Drainage System (SuDS) would reduce
TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf:96: standing area would be built around the POSITION FORM DRAINAGE
TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf:101: Implement a Surface Water Drainage •
TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf:101: Use proven Sustainable Drainage we build it to provide landscaped features to • Operate a Park & Ride scheme for those working at the mine Plan which sets out approved routes for contractors
TR030002-000496-Section 15 App 15.3 Stage 1 geoarchaeological assessment.pdf:15: a-day flooding and drainage, with estuarine and/ or marine sediments deposited
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:7:• Drainage and flood risk
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:13: number of water bodies including ponds, lagoons and drainage
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:13: Figure 5.1). This includes Dabholm Gut, a drainage channel on the
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:18: foundations would be required. A drainage scheme would be
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:22: maintain and safeguard the drainage of the area (see Scoping
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:22: drainage works, including appropriate drawings where necessary
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:27: could impact upon the hydrological regime and drainage
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:30: • Infrastructure and land drainage
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:38:Infrastructure and Land Drainage (see Scoping Report
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:38: land drainage is provided within the proposed ‘hydrology,
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:38: hydrogeology and soils’ chapter of the ES as land drainage is
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:38: EA in relation to the adopting sustainable urban drainage
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:70:We wish to promote the use of Sustainable Drainage systems (SuDS) and draw attention to
TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf:13: 1.0m of subsoil and topsoil. A surface water drainage system is in place to prevent excessive
TR030002-000566-Doc 7.1 Planning Statement.pdf:32: present, including Dabholm Gut, a drainage channel on the southern
TR030002-000566-Doc 7.1 Planning Statement.pdf:120:of sustainable drainage systems (paragraph 103).
TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:11:Mill Race Analysis of the drainage network at the development site indicates that this
TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:20:Surface water bodies Changes to estuarine water quality associated with surface water drainage and any reclamation discharges should the
TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:20: Impacts on water bodies associated with discharge from the site drainage system.
TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:20: Operation Changes in groundwater flows due to changes to surface water drainage associated with new facility.
TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:30: Ensure that the final designs for the site drainage system minimise any increase in surface water
TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:36: Potential impacts on water quality associated with surface water drainage (both during construction
TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:46: Ensure that the final designs for the site drainage system minimise any increase in surface water
TR030002-001875-The York Potash Harbour Facilities Draft Amendment Order Final Validated.pdf:2: (d) surface and foul drainage;
TR030002-000750-Document 4.1A Draft DCO (Tracked).pdf:14: 14.—(1) The undertaker may use any watercourse or any public sewer or drain for the drainage
TR030002-000750-Document 4.1A Draft DCO (Tracked).pdf:14: internal drainage board, a joint planning board, a local authority, or a sewerage undertaker;
TR030002-000750-Document 4.1A Draft DCO (Tracked).pdf:32: (e) surface and foul drainage;
TR030002-000750-Document 4.1A Draft DCO (Tracked).pdf:32: (d)(e) surface and foul drainage;
TR030002-000438-ES Section 3 Project description_2 of 2.pdf:59: drainage systems) and remedial works in order to allow the site surfaces to blend into the surrounding
TR030002-000710-York Potash Limited (Document 6.8A).pdf:10:20 Interceptors would be included within the drainage system during operation. Design approval (Requirement 2 and
TR030002-000710-York Potash Limited (Document 6.8A).pdf:22: drainage system, discharging directly into the Tees (the preferred option identified from consultation Requirement 3)
TR030002-000710-York Potash Limited (Document 6.8A).pdf:25:80 Ensure that the final designs for the site drainage system minimise any increase in surface water flows. Design approval (Requirement 2 and
TR030002-000725-York Potash Limited (Document 6.10).pdf:13: of the location of the local drainage system (and watercourses); requirement to engage emergency
TR030002-000453-ES Section 18 Infrastructure.pdf:1:18.1.2 Flood and coastal defences are addressed within Section 17. Land drainage issues are addressed
TR030002-000453-ES Section 18 Infrastructure.pdf:2: The Secretary of State advises consideration of potential impacts on land drainage Section 6
TR030002-000453-ES Section 18 Infrastructure.pdf:2: as land drainage is considered to be an integral part of this assessment.
TR030002-000721-York Potash Limited.pdf:6: drainage and media);
TR030002-000721-York Potash Limited.pdf:7:“Foxrush Farm Drainage means the sum payable pursuant to paragraph 2. of
TR030002-000721-York Potash Limited.pdf:13:Foxrush Farm Drainage Contribution
TR030002-000721-York Potash Limited.pdf:14:1.2 To use the Foxrush Farm Drainage Contribution for the purposes of drainage works to
TR030002-000861-SABIC UK Petrochemicals Limited.PDF:5: 3.3.3 In essence, the systems of handling drainage are an integral part of the Wilton
TR030002-000445-ES Section 10 Terrestrial ecology.pdf:8: x drainage pipes and ducts;
TR030002-000769-York Potash Ltd (2).pdf:14: 14.—(1) The undertaker may use any watercourse or any public sewer or drain for the drainage
TR030002-000769-York Potash Ltd (2).pdf:15: internal drainage board, a joint planning board, a local authority, or a sewerage undertaker;
TR030002-000769-York Potash Ltd (2).pdf:32: (e) surface and foul drainage;
TR030002-000769-York Potash Ltd (2).pdf:32: (e) surface and foul drainage;
TR030002-000858-Huntsman Polyurethanes (UK) Limited.PDF:5: 3.3.3 In essence, the systems of handling drainage are an integral part of the Wilton
TR030002-000736-Redcar and Cleveland Borough Council (Local Impact Report).pdf:6:a drainage channel on the southern boundary of the site into which the local
TR030002-000736-Redcar and Cleveland Borough Council (Local Impact Report).pdf:16:Drainage and Flood Risk
TR030002-000736-Redcar and Cleveland Borough Council (Local Impact Report).pdf:17:the grounds of drainage and flooding.
TR030002-000461-Section 3 App 3.2 Option study report.pdf:8: drainage systems and access roads. This portion of the route is bounded by the
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:13: 14.—(1) The undertaker may use any watercourse or any public sewer or drain for the drainage
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:14: 1964(a), an internal drainage board, a joint planning board, a local authority, or a
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:30: (e) surface and foul drainage;
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:31: (d) surface and foul drainage;
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:31: (e) surface and foul drainage;
TR030002-000722-York Potash Limited 4.pdf:18: consultation with RCBC drainage officers, development manager, flood risk officer and
TR030002-000862-INEOS UK SNS Limited (INEOS) - formerly DEA UK SNS Limited (DEA).PDF:5: 3.3.3 In essence, the systems of handling drainage are an integral part of the Wilton
TR030002-000452-ES Section 17 Coastal protection and flood defence.pdf:2: with how the proposed layout of the project may affect drainage systems;
TR030002-000452-ES Section 17 Coastal protection and flood defence.pdf:3: and 3 or land within Flood Zone 1 that has critical drainage problems and has been notified to
TR030002-000452-ES Section 17 Coastal protection and flood defence.pdf:3: rising groundwater, overwhelmed sewers and drainage systems, and from reservoirs, canals
TR030002-000452-ES Section 17 Coastal protection and flood defence.pdf:6:The Environment Agency wish to promote the use of Sustainable Urban Drainage Systems (SuDS) and The FRA notes that
TR030002-000452-ES Section 17 Coastal protection and flood defence.pdf:8: x The Environment Agency stated that the drainage design for the proposed scheme would need
TR030002-000452-ES Section 17 Coastal protection and flood defence.pdf:8: carried out with RCBC Senior Drainage Officer in relation to both the Harbour facilities and MHF on 14
TR030002-000452-ES Section 17 Coastal protection and flood defence.pdf:8: x RCBC confirmed that SuDS would not be obligatory for the drainage for flood risk purposes and
TR030002-000452-ES Section 17 Coastal protection and flood defence.pdf:8: that direct discharge of surface water drainage into the Tees estuary would likely be acceptable,
TR030002-000452-ES Section 17 Coastal protection and flood defence.pdf:8: x RCBC stated that drainage attenuation may be required if discharging from the proposed
TR030002-000452-ES Section 17 Coastal protection and flood defence.pdf:9: drainage and conveyance.
TR030002-000452-ES Section 17 Coastal protection and flood defence.pdf:10: Drainage that does not discharge to high sensitivity sites
TR030002-000452-ES Section 17 Coastal protection and flood defence.pdf:10: Drainage that does not discharge to sites of any significance or sensitivity to flood risk
TR030002-000452-ES Section 17 Coastal protection and flood defence.pdf:12: SFRA Critical Drainage Areas
TR030002-000452-ES Section 17 Coastal protection and flood defence.pdf:12:17.4.13 Critical Drainage Areas (CDAs) are identified within the SFRA as areas recognised for suffering from
TR030002-000730-Applicant response to First Questions - Appendix 5.pdf:11: treatment) must be on an impermeable surface or within a sealed drainage system because the
TR030002-000730-Applicant response to First Questions - Appendix 5.pdf:24: impermeable surface; or within a sealed drainage system and away from open drains, bare ground,
TR030002-000730-Applicant response to First Questions - Appendix 5.pdf:28: includes drainage works. This does not include land restoration or reclamation.
TR030002-000673-Doc 6.1 Consultation Statement Appendices - 22 to 31.pdf:46: within DCO Application Boundary - This is part of the consented Wilton International drainage system. Any interference with
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
TR030002-001875-The York Potash Harbour Facilities Draft Amendment Order Final Validated (1).pdf:2: (d) surface and foul drainage;
TR030002-000450-ES Section 15 Archaeology and heritage.pdf:17: The OS 1857 1 Edition shows what is probably a drainage channel
TR030002-000450-ES Section 15 Archaeology and heritage.pdf:17: ‘The Mill Race’ may still survive, shown as a drainage channel or ditch on
TR030002-000450-ES Section 15 Archaeology and heritage.pdf:18:15.5.25 The Mill Race drainage channel (58) running north from Kirkleatham to West Coatham was a 19th
TR030002-000450-ES Section 15 Archaeology and heritage.pdf:23: The Mill Race (Drainage Channel) (58)
TR030002-000450-ES Section 15 Archaeology and heritage.pdf:23: which is already heavily developed. The drainage channel’s course is not considered to overlap with
TR030002-000410-ExA First Round Questions.pdf:7:To: Internal Drainage Boards (IDBs)
TR030002-000410-ExA First Round Questions.pdf:19:relevant Internal Drainage Boards (IDBs).
TR030002-000847-York Potash Ltd - Constructability Notes - BP CATS Pipeline Southern Route.pdf:4: • Management of Site Drainage and Effluent Systems – 1701
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:13: 14.—(1) The undertaker may use any watercourse or any public sewer or drain for the drainage
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:13: 1964©, an internal drainage board, a joint planning board, a local authority, or a
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:30: (e) surface and foul drainage;
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:30: (e) surface and foul drainage;
TR030002-000777-York Potash Ltd (9).pdf:1: Foxrush Farm Car Park Contribution and Foxrush Farm Drainage Contribution
TR030002-000777-York Potash Ltd (9).pdf:5: drainage and media);
TR030002-000777-York Potash Ltd (9).pdf:6:“Foxrush Farm Drainage means the sum payable pursuant to paragraph 2. of
TR030002-000777-York Potash Ltd (9).pdf:11:Foxrush Farm Drainage Contribution
TR030002-000777-York Potash Ltd (9).pdf:12:1.2 To use the Foxrush Farm Drainage Contribution for the purposes of drainage works on
TR030002-000732-DEA UK SNS Limited (Written Representation).pdf:23: conveyors), drainage and levels will all fall to be approved by the local planning
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:14: 14.—(1) The undertaker may use any watercourse or any public sewer or drain for the drainage
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:14: internal drainage board, a joint planning board, a local authority, or a sewerage undertaker;
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:32: (e) surface and foul drainage;
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:32: (e) surface and foul drainage;
TR030002-001856-Examining Authority’s Recommendation Report.pdf:31: CS25, DP9, DP10 and DP11, and ecology, drainage and flood risk and
TR030002-001856-Examining Authority’s Recommendation Report.pdf:36: no objection on grounds of drainage or flooding. With regard to the
TR030002-001856-Examining Authority’s Recommendation Report.pdf:58: EA have indicated that surface water drainage design would need to
TR030002-001856-Examining Authority’s Recommendation Report.pdf:82: drainage channels. The largest bodies are Dabholm Gut inlet and Bran
TR030002-001856-Examining Authority’s Recommendation Report.pdf:84: and foul drainage and of on-site storage.
TR030002-001856-Examining Authority’s Recommendation Report.pdf:85: of surface water drainage discharges, constructional measures that
TR030002-001856-Examining Authority’s Recommendation Report.pdf:229: 14.—(1) The undertaker may use any watercourse or any public sewer or drain for the drainage
TR030002-001856-Examining Authority’s Recommendation Report.pdf:229: 1964©, an internal drainage board, a joint planning board, a local authority, or a
TR030002-001856-Examining Authority’s Recommendation Report.pdf:247: (e) surface and foul drainage;
TR030002-001856-Examining Authority’s Recommendation Report.pdf:247: (e) surface and foul drainage;
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:15: 14.—(1) The undertaker may use any watercourse or any public sewer or drain for the drainage
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:15: internal drainage board, a joint planning board, a local authority, or a sewerage undertaker;
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:33: (e) surface and foul drainage;
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:33: (e) surface and foul drainage;
TR030002-000714-Marine Management Organisation.pdf:9: the relevant Internal Drainage out of the pipe.
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:15: 14.—(1) The undertaker may use any watercourse or any public sewer or drain for the drainage
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:15: internal drainage board, a joint planning board, a local authority, or a sewerage undertaker;
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:33: (e) surface and foul drainage;
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:33: (e) surface and foul drainage;
TR030002-000711-Applicants Response to First Questions.pdf:21: Drainage
TR030002-000711-Applicants Response to First Questions.pdf:60: and the relevant Internal Drainage Boards Environmental Permit for the Bran Sands landfill site.
TR030002-000711-Applicants Response to First Questions.pdf:61: form of an adequate drainage system. The FRA states
TR030002-000711-Applicants Response to First Questions.pdf:61: that the drainage could discharge into the Tees (the
TR030002-000741-Huntsman Polyurethanes (IK) Limited (2).pdf:20: conveyors), drainage and levels will all fall to be approved by the local planning
TR030002-000735-Applicant response to First Questions - Appendix 4.pdf:19: drainage systems
TR030002-000735-Applicant response to First Questions - Appendix 4.pdf:21: • Pump return tank and water treatment works for tunnel drainage.
TR030002-000840-Document 4.1C - Draft Development Consent Order (Tracked).pdf:14: 14.—(1) The undertaker may use any watercourse or any public sewer or drain for the drainage
TR030002-000840-Document 4.1C - Draft Development Consent Order (Tracked).pdf:14: internal drainage board, a joint planning board, a local authority, or a sewerage undertaker;
TR030002-000840-Document 4.1C - Draft Development Consent Order (Tracked).pdf:32: (e) surface and foul drainage;
TR030002-000840-Document 4.1C - Draft Development Consent Order (Tracked).pdf:32: (e) surface and foul drainage;
TR030002-000482-Section 12 App 12.2 Transport Assessment_2 of 2.pdf:12: clad sheet pile cut-off and retaining wall between the main earth embankment and railway, surface water drainage improvements and a replanting
TR030002-000672-Doc 6.1 Consultation Statement Appendices - 10 to 21.pdf:296: • Infrastructure and Land Drainage
TR030002-000497-Section 15 App 15.4 Additional settings assessment report.pdf:15: medieval drainage channel, which is still in operation – and to the south and west by
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:6: 5.14 Infrastructure and land drainage 82
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:24: • changes to surrounding Infrastructure, including roads, drainage and conveyor
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:24: discharged into the surrounding surface water drainage system, with pollution
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:46: drainage channels (as identified on Figure 5.1 and discussed below).
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:46: drainage channel whose catchment includes the Wilton Estate. It is a partly culverted,
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:51: regime and drainage characteristics of the area.
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:53: • flood prevention measures and appropriate drainage design; and,
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:90:5.14 Infrastructure and land drainage
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:90: This section describes the Infrastructure and land drainage systems within, or in close
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:90: Dabholm Gut is a locally important drainage channel whose catchment includes the
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:93: • Potential impact on surface water drainage – surface water from the proposed
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:93: drainage systems during its operational phase. This includes the role and
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:93: manage the potential impacts to Infrastructure and land drainage arising from the
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:101: • Infrastructure and land drainage.
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:102: • Surface water drainage (water quality, quantity and quality of groundwater).
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:108:drainage
TR030002-000771-York Potash Ltd (3).pdf:14: 14.—(1) The undertaker may use any watercourse or any public sewer or drain for the drainage
TR030002-000771-York Potash Ltd (3).pdf:15: internal drainage board, a joint planning board, a local authority, or a sewerage undertaker;
TR030002-000771-York Potash Ltd (3).pdf:32: (e) surface and foul drainage;
TR030002-000771-York Potash Ltd (3).pdf:32: (e) surface and foul drainage;
TR030002-000578-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 3.pdf:58: There are two drainage channels located within the area boundary that run from the
TR030002-000578-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 3.pdf:64: the drainage channels that feed into the River Esk have the potential to be a significant
TR030002-000846-York Potash Ltd - Constructability Notes - BP CATS Pipeline Northern Route.pdf:4: • Management of Site Drainage and Effluent Systems – 1701
TR030002-000501-Section 20 App 20.1 LVIA methodology.pdf:4: permanent power supplies, off site drainage improvements).
TR030002-000561-Doc 6.7 Environmental Statement Non Technical Summary_2 of 2.pdf:3: SETTLING POND DRAINAGE CUT
TR030002-000561-Doc 6.7 Environmental Statement Non Technical Summary_2 of 2.pdf:9: drainage systems) and remedial works to allow the site surfaces to blend into the surrounding
TR030002-000561-Doc 6.7 Environmental Statement Non Technical Summary_2 of 2.pdf:33: of surface water flows through good site drainage design; adoption of Environment Agency Pollution
TR030002-001875-The York Potash Harbour Facilities Draft Amendment Order Final Validated (3).pdf:2: (d) surface and foul drainage;
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:1: quality, levels, flows and land drainage) and hydrogeology (groundwater quality and levels), as well as
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:1: x Section 18 - Infrastructure and Land Drainage.
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:11: smaller surface water bodies including ponds, lagoons and drainage channels (as identified on Figure
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:12:6.4.15 The local area is drained by Dabholm Gut, which is a locally important, tidally influenced drainage
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:13: SETTLING POND DRAINAGE CUT
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:16: Gut. Treated effluent and site drainage discharges to the Tees estuary. There are no surface water
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:35: drainage system is in place to prevent excessive infiltration and damage to the capping system.
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:40: Potential impacts to hydrology (surface waters and land drainage)
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:42: leachate drainage system the response of the landfill to a significant change in groundwater level
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:45: drainage systems during its operational phase. This will enable water to drain from the surface area of
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:46: them off at ground level) and drainage systems) and remedial works in order to allow the site surfaces
TR030002-001875-The York Potash Harbour Facilities Draft Amendment Order Final Validated (5).pdf:2: (d) surface and foul drainage;
TR030002-000674-Doc 6.3 Habitats Regulations Assessment_1 of 2.pdf:73: drainage control measures that would be put in place as part of the proposals.
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:4: 5.14 Infrastructure and land drainage 82
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:22: • changes to surrounding Infrastructure, including roads, drainage and conveyor
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:22: discharged into the surrounding surface water drainage system, with pollution
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:44: drainage channels (as identified on Figure 5.1 and discussed below).
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:44: drainage channel whose catchment includes the Wilton Estate. It is a partly culverted,
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:49: regime and drainage characteristics of the area.
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:51: • flood prevention measures and appropriate drainage design; and,
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:88:5.14 Infrastructure and land drainage
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:88: This section describes the Infrastructure and land drainage systems within, or in close
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:88: Dabholm Gut is a locally important drainage channel whose catchment includes the
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:91: • Potential impact on surface water drainage – surface water from the proposed
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:91: drainage systems during its operational phase. This includes the role and
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:91: manage the potential impacts to Infrastructure and land drainage arising from the
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:99: • Infrastructure and land drainage.
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:100: • Surface water drainage (water quality, quantity and quality of groundwater).
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:106:drainage
TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf:9: The proposed drainage strategy would result in a scheme where
TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf:33: Pump return tank and water treatment works for tunnel drainage.
TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf:37:5.34 A system of interlinked chains of Sustainable Urban Drainage Systems (SuDS)
TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf:55: boundary. The course of the 19th Century Mill Race drainage channel runs into
TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf:55: features of local heritage interest, including those relating to the drainage
TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf:58: b) The drainage system has been designed to ensure the development does
TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf:59: a) The surface drainage system has been designed to minimise runoff from
TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf:63: drainage network. Although the surface drainage strategy is designed to
TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf:63: into the surface drainage network is likely to be greater than the current green
TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf:63:7.66 The surface drainage system has been designed to minimise runoff from the
TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf:63: site and attenuate flows. Drainage will be intercepted by filter drains or swales.
TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf:63: to flow volumes and velocities and sediment input to the surface drainage
TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf:64:7.68 Overall is it considered that the implementation of the drainage strategy set out
TR030002-000826-York Potash Ltd (2).pdf:45:• Management of Site Drainage and Effluent Systems – 1701
TR030002-000826-York Potash Ltd (2).pdf:56:• Management of Site Drainage and Effluent Systems – 1701
TR030002-000826-York Potash Ltd (2).pdf:63: Management of Site Drainage and Effluent Systems – 1701
TR030002-000826-York Potash Ltd (2).pdf:72: • Management of Site Drainage and Effluent Systems – 1701
TR030002-000742-SABIC UK Petrochemicals Limited 2.pdf:20: conveyors), drainage and levels will all fall to be approved by the local planning
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:14: 14.—(1) The undertaker may use any watercourse or any public sewer or drain for the drainage
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:14: internal drainage board, a joint planning board, a local authority, or a sewerage undertaker;
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:32: (e) surface and foul drainage;
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:32: (e) surface and foul drainage;
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:5:• Drainage and flood risk
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:11: number of water bodies including ponds, lagoons and drainage
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:11: Figure 5.1). This includes Dabholm Gut, a drainage channel on the
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:16: foundations would be required. A drainage scheme would be
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:20: maintain and safeguard the drainage of the area (see Scoping
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:20: drainage works, including appropriate drawings where necessary
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:25: could impact upon the hydrological regime and drainage
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:28: • Infrastructure and land drainage
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:36:Infrastructure and Land Drainage (see Scoping Report
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:36: land drainage is provided within the proposed ‘hydrology,
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:36: hydrogeology and soils’ chapter of the ES as land drainage is
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:36: EA in relation to the adopting sustainable urban drainage
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:68:We wish to promote the use of Sustainable Drainage systems (SuDS) and draw attention to
TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:51: also have electrical equipment feeding the MTS. A drainage pond/ swale
TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:53: 3 Pump return tank and water treatment works for tunnel drainage;
TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:58: formation of the shallow foundations, drainage, site road Infrastructure and
TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:71: d) The drainage system has been designed to ensure the development
TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:96: drainage and treated
TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:96: alteration to drainage
TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:108: grassland; and, wetland creation (associated with the site’s SUDs drainage
TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:124:46 Working Plan - Surface Water Drainage YP-P2-CX-509 rev 0 1:2000 A1
TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:124:65 Working Plan: GA Drainage YP-P2-CX-528 rev 0 1:2500 A1
TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:125:83 Working Plan: GA Drainage YP-P2-CX-524 rev 0 1:2500 A1
TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:125:103 Working Plan: GA Drainage YP-P2-CX-518 rev 0 1:2500 A1
TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:139: including recycling and waste facilities and Sustainable Drainage
TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:159: energy efficiency, renewable energy, water and drainage and waste.
TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:161:3.70 With regard to water and drainage, the design of development should make
TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:161:3.71 In terms of drainage, Sustainable Drainage Systems should be incorporated
TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:161: drainage and the impact of run-off should be reduced by:-
TR030002-001875-The York Potash Harbour Facilities Draft Amendment Order Final Validated (4).pdf:2: (d) surface and foul drainage;
TR030002-001875-The York Potash Harbour Facilities Draft Amendment Order Final Validated (2).pdf:2: (d) surface and foul drainage;
TR030002-000704-Applicant response to First Questions - Appendix 6.pdf:22:3.3.5 Material would be placed in a pre-formed area with gravel drainage blanket to assist drainage. The
TR030002-000704-Applicant response to First Questions - Appendix 6.pdf:40: Material would be placed in a pre-formed area with gravel drainage blanket to assist drainage.
TR030002-000483-Section 12 App 12.3 Construction Traffic Management Plan.pdf:130:It is likely that the mortar gaps visible in the north west and south east wing walls are intentional for drainage
TR030002-000483-Section 12 App 12.3 Construction Traffic Management Plan.pdf:149: 15 Superstructure drainage - - - - - -
TR030002-000483-Section 12 App 12.3 Construction Traffic Management Plan.pdf:149: 16 Substructure drainage - - - - - -
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:31: Yarmouth railway line and north south by a substantial drainage ditch.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:33: drainage. In addition, the highways impact was considered to be acceptable subject to securing a
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:91:ANON (2000). Agricultural drainage water management in arid and semi-arid areas.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:91:Irrigation and Drainage Paper No. 61.
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:96:TANJI, K. K. & KIELEN N.C. (2002). Irrigation and drainage paper 61, Annex 1: Crop
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:96:salt tolerance data. Agricultural Drainage Water Management in Arid and Semi-arid
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:131: soils. Average leaching losses of around 1.2 kg K2O/ha per 100 mm drainage have been
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:131: leaching losses of 0.6 kg K2O/ha and 8.4 kg K2O/ha per 100 mm drainage were found for soils
TR030002-000756-Document 8.3 Appendix 5 - Shipping Notes Part 3.pdf:16: Spill to environment due to over flooding of drainage meteorology and forecasting
TR030002-000756-Document 8.3 Appendix 5 - Shipping Notes Part 3.pdf:16: k Flooding Flooding of drainage network Weather forecast and shut down Port Emergency Response Arrangements (ER equipment, ER
TR030002-000756-Document 8.3 Appendix 5 - Shipping Notes Part 3.pdf:16: Design of drainage network according to worst case
TR030002-000754-Document 4.1A Draft DCO (Clean).pdf:14: 14.—(1) The undertaker may use any watercourse or any public sewer or drain for the drainage
TR030002-000754-Document 4.1A Draft DCO (Clean).pdf:14: internal drainage board, a joint planning board, a local authority, or a sewerage undertaker;
TR030002-000754-Document 4.1A Draft DCO (Clean).pdf:32: (e) surface and foul drainage;
TR030002-000754-Document 4.1A Draft DCO (Clean).pdf:32: (e) surface and foul drainage;
TR030002-000442-ES Section 7 Marine sediment and water quality.pdf:30: Potential impacts on existing land drainage and surface water during operation
TR030002-000442-ES Section 7 Marine sediment and water quality.pdf:30: outfalls. For the solid reclamation option, drainage would be via outfalls through the quay face. It is
TR030002-000442-ES Section 7 Marine sediment and water quality.pdf:30: proposed that interceptors would be included within the drainage system to enable surface water to
TR030002-000442-ES Section 7 Marine sediment and water quality.pdf:30: the effect is predicted be low. Hence the impact of land drainage and surface water runoff on water
TR030002-000442-ES Section 7 Marine sediment and water quality.pdf:30:7.6.19 As stated above, interceptors would be included within the drainage system. Storage areas would also
TR030002-000442-ES Section 7 Marine sediment and water quality.pdf:32:Impacts on existing land drainage Low Low Negligible None required
TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf:110: • Drainage ahead of the face via probe holes and the use of sufficient pumping capacity
TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf:110: to deal with water flow and / or gas drainage and reticulation systems prior to sealing
TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf:110: and/or special ground treatment ahead of the excavation by grouting and drainage may
TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf:110: liner. This process can include waterproofing in an undrained design, or drainage
TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf:110: allowed to thaw. Control of gas inflows using drainage (and containment techniques),
TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf:173: drainage basin whose floor lay up to 250 m below world sea level (Smith, 1989) at a
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:3: Management of Site Drainage and Effluent Systems – 1701
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:8: Management of Site Drainage and Effluent Systems – 1701
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:14: Management of Site Drainage and Effluent Systems – 1701
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:21:• Management of Site Drainage and Effluent Systems – 1701
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:29:• Management of Site Drainage and Effluent Systems – 1701
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:39:• Management of Site Drainage and Effluent Systems – 1701
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:49:• Management of Site Drainage and Effluent Systems – 1701
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:55:• Management of Site Drainage and Effluent Systems – 1701
TR030002-000857-151216 TR030002 York Potash Ltd - Document 6.10A - Outline Construction Environmental Management Plan.pdf:13: of the location of the local drainage system (and watercourses); requirement to engage emergency
TR030002-000351-Section 55 Checklist.pdf:20: buildings/structures, drainage, surface water management, Location Plan (Doc 3.1)
TR030002-000447-ES Section 12 Traffic and transport.pdf:34: concrete / steel structures, platforms, foundations and drainage systems. Remedial works would also
TR030002-000494-Section 15 App 15.1 Archaeology desk based appraisal.pdf:5:The mill race (58), a drainage channel, is recorded running across part of the Wilton materials handling
TR030002-000494-Section 15 App 15.1 Archaeology desk based appraisal.pdf:17: The Mill Race drainage channel (58) running north from Kirkleatham to West Coatham, and which
TR030002-000494-Section 15 App 15.1 Archaeology desk based appraisal.pdf:17: The Mill Race still survives on the Site as an active ditch and drainage channel, although it has
TR030002-000494-Section 15 App 15.1 Archaeology desk based appraisal.pdf:18: Plate 2: The Mill Race (48) Drainage Channel looking approximately west over a disused railway line on the
TR030002-000494-Section 15 App 15.1 Archaeology desk based appraisal.pdf:30:7.1.4 The Mill Race (58), a drainage channel, is recorded running across the Wilton MHF site and into the
TR030002-000494-Section 15 App 15.1 Archaeology desk based appraisal.pdf:56: what is probably a drainage channel running north from
TR030002-000494-Section 15 App 15.1 Archaeology desk based appraisal.pdf:56: Race’ May still survive, shown as a drainage channel or
TR030002-000701-Environment Agency.pdf:2:Borough Council To: Internal Drainage Boards (IDBs)
TR030002-000701-Environment Agency.pdf:3:Drainage Boards (IDBs).
TR030002-000701-Environment Agency.pdf:23: consultation with RCBC drainage officers, development manager, flood risk officer and
TR030002-000820-Document 4.1C - Draft Development Consent Order (Clean).pdf:14: 14.—(1) The undertaker may use any watercourse or any public sewer or drain for the drainage
TR030002-000820-Document 4.1C - Draft Development Consent Order (Clean).pdf:14: internal drainage board, a joint planning board, a local authority, or a sewerage undertaker;
TR030002-000820-Document 4.1C - Draft Development Consent Order (Clean).pdf:32: (e) surface and foul drainage;
TR030002-000820-Document 4.1C - Draft Development Consent Order (Clean).pdf:32: (e) surface and foul drainage;
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:169: the construction phase (i.e. mitigation measures embedded within the scheme design and drainage
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:214:20.1.2 Only projects in sites with direct connectivity to the surface drainage network in the vicinity of the port
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:219: from site drainage during Harbour facilities Airvolution Energy wind Mill Race
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:219: MTS Portal, MHF and Harbour facilities at Wilton, including a construction phase site drainage
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:219: management plan and a permanent Sustainable Drainage System. These both incorporate measures
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:219: to decrease runoff and prevent the supply of sediment and other contaminants to the surface drainage
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:220: include construction drainage management plans and drainage systems designed to prevent the
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:220: Increased surface flows from site drainage during operation
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:220: that discharges into the surface drainage network. Changes to flow conditions mean that stream power
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:221: site drainage and minimise any changes to flow volumes and velocities. Hence the water discharged to
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:221: the surface drainage network would be minimised. The significance of this impact is therefore predicted
TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:59: can include, for example, the use of Sustainable Drainage Systems (SUDS) to
TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:88:7.46 A drainage channel (Lindhead Beck) defines part of the southern boundary of
TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:93: 7 Flood risk and drainage; and
TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:97: Flood risk and drainage
TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:102: Flood risk and drainage
TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:106: Flood risk and drainage
TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:106:7.147 The drainage channels to the River Esk that cross the central and northern
TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:110: Flood risk and drainage
TR030002-000575-Doc 7.3 Appendix 7 - Alternative Sites Assessment.pdf:116: Flood risk and drainage
TR030002-000512-Doc 6.6 App 6.2 In combination HGV.pdf:2:Sinking Shaft area platform (terrace) Drainage 0 250 205 253 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TR030002-000512-Doc 6.6 App 6.2 In combination HGV.pdf:13:Foul Water Drainage and Klargester 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 42 44 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TR030002-000512-Doc 6.6 App 6.2 In combination HGV.pdf:13:Site Storm Drainage 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 26 44 42 44 44 44 40 46 40 30 0 0 0 0 0 0 0 0 0 0 0 0
TR030002-000371-141125_York_Potash_ExAs_Draft_DCO.PDF:13: 14.—(1) The undertaker may use any watercourse or any public sewer or drain for the drainage
TR030002-000371-141125_York_Potash_ExAs_Draft_DCO.PDF:13: 1964©, an internal drainage board, a joint planning board, a local authority, or a
TR030002-000371-141125_York_Potash_ExAs_Draft_DCO.PDF:32: (e) surface and foul drainage;
TR030002-000371-141125_York_Potash_ExAs_Draft_DCO.PDF:32: (e) surface and foul drainage;
TR030002-000427-Doc 4.1 Draft DCO (including requirements).pdf:12: 14.—(1) The undertaker may use any watercourse or any public sewer or drain for the drainage
TR030002-000427-Doc 4.1 Draft DCO (including requirements).pdf:13: 1964(p), an internal drainage board, a joint planning board, a local authority, or a
TR030002-000427-Doc 4.1 Draft DCO (including requirements).pdf:27: (e) surface and foul drainage;
TR030002-000427-Doc 4.1 Draft DCO (including requirements).pdf:27: (d) surface and foul drainage;
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:14: 14.—(1) The undertaker may use any watercourse or any public sewer or drain for the drainage
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:14: internal drainage board, a joint planning board, a local authority, or a sewerage undertaker;
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:32: (e) surface and foul drainage;
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:32: (e) surface and foul drainage;
TR030002-000417-Doc 1.5 s55 Checklist.pdf:22: layout of buildings/structures, drainage, surface water
EIA_2017_00041-APPLICATION-FORM.pdf:5:lighting, drainage and a pumping station).
I&BPB6776R001F01_NGCT scoping document.pdf:4: Construction of various landside elements (buildings, rail terminal, road access, lighting, drainage
I&BPB6776R001F01_NGCT scoping document.pdf:8: Infrastructure and land drainage presented in the 2006 ES to determine whether the assessment requires an update. If additional assessment is considered necessary, this will be
NGCT_Final_ES at KK with figs.pdf:3: land drainage, flood and coastal protection, commercial and
NGCT_Final_ES at KK with figs.pdf:4: 3.1.10 Drainage 81
NGCT_Final_ES at KK with figs.pdf:12:23 INFRASTRUCTURE AND LAND DRAINAGE 429
NGCT_Final_ES at KK with figs.pdf:12: 23.3.4 Effect on surface water drainage as a consequence of the
NGCT_Final_ES at KK with figs.pdf:34: • Infrastructure and land drainage (Section 23); and,
NGCT_Final_ES at KK with figs.pdf:36: • Installation of a surface water drainage system, a pumped foul drainage system,
NGCT_Final_ES at KK with figs.pdf:52: • Required methods for foundation piling and drainage disposal to be agreed with LPA before work commenced.
NGCT_Final_ES at KK with figs.pdf:52: • Highlighted importance of site drainage and appropriate storage of oils and chemicals.
NGCT_Final_ES at KK with figs.pdf:55: coastal ornithology, marine archaeology, land drainage, flood and coastal protection,
NGCT_Final_ES at KK with figs.pdf:110:3.1.10 Drainage
NGCT_Final_ES at KK with figs.pdf:110: 2. It is envisaged that the drainage system would comprise channel drains with heavy
NGCT_Final_ES at KK with figs.pdf:111: 1. Foul water drainage and a sewage pumping station will support sanitary facilities in
NGCT_Final_ES at KK with figs.pdf:164: Council and these include: Infrastructure, drainage and flood prevention measures;
NGCT_Final_ES at KK with figs.pdf:272: • Drainage systems and service trenches (previous investigation identified a
NGCT_Final_ES at KK with figs.pdf:278: 11. Any services (e.g. water, gas and drainage) should be installed so as not to
NGCT_Final_ES at KK with figs.pdf:279: surface water sewer or river via a drainage system. This will significantly reduce
NGCT_Final_ES at KK with figs.pdf:279: drainage system it is likely to receive far less infiltration and resulting in less
NGCT_Final_ES at KK with figs.pdf:280: − Surface water – Surface water drainage from the hardstanding development
NGCT_Final_ES at KK with figs.pdf:306: drainage arrangements. The surface water system (i.e. the system collecting
NGCT_Final_ES at KK with figs.pdf:306: 1. The drainage system to be incorporated into the design of the proposed
NGCT_Final_ES at KK with figs.pdf:306: drainage system, means that all possible measures to limit the significance of a
NGCT_Final_ES at KK with figs.pdf:458:23 INFRASTRUCTURE AND LAND DRAINAGE
NGCT_Final_ES at KK with figs.pdf:462:23.3.4 Effect on surface water drainage as a consequence of the proposed
NGCT_Final_ES at KK with figs.pdf:462: requirements for surface drainage attenuation. All existing and proposed
NGCT_Final_ES at KK with figs.pdf:462: surface water drainage will be directed through the quay wall directly into the
NGCT_Final_ES at KK with figs.pdf:462: within the drainage network and the higher ground levels would mean that storm
NGCT_Final_ES at KK with figs.pdf:462: drainage network itself would be designed appropriately to accommodate this.
NGCT_Final_ES at KK with figs.pdf:462: compromise the existing drainage from other areas surrounding the
NGCT_Final_ES at KK with figs.pdf:462: development. Existing drainage systems from the car import terminal, Asda
NGCT_Final_ES at KK with figs.pdf:462: area will continue. The development does not block surface drainage paths to
NGCT_Final_ES at KK with figs.pdf:495: Drainage must avoid
NGCT_Final_ES at KK with figs.pdf:508:INFRASTRUCTURE AND LAND DRAINAGE
NGCT_Final_ES at KK with figs.pdf:509:drainage as a consequence of
IBPB8270R001F01_EIA REPORT(2).pdf:5:21 INFRASTRUCTURE AND LAND DRAINAGE 215
IBPB8270R001F01_EIA REPORT(2).pdf:8: • Construction of various landside elements (buildings, rail terminal, road access, lighting, drainage
IBPB8270R001F01_EIA REPORT(2).pdf:12: • Construction of various landside elements (buildings, rail terminal, road access, lighting, drainage
IBPB8270R001F01_EIA REPORT(2).pdf:27:3.1.9 Drainage
IBPB8270R001F01_EIA REPORT(2).pdf:27:It is envisaged that the drainage system would comprise channel drains with heavy duty gratings running
IBPB8270R001F01_EIA REPORT(2).pdf:27:Foul water drainage and a sewage pumping station will support sanitary facilities in the following buildings:
IBPB8270R001F01_EIA REPORT(2).pdf:100:incorporates a series of drainage arrangements. The surface water system (i.e. the system collecting rainfall
IBPB8270R001F01_EIA REPORT(2).pdf:222:21 INFRASTRUCTURE AND LAND DRAINAGE
IBPB8270R001F01_EIA REPORT(2).pdf:222:With regard to Infrastructure and land drainage, the landside elements of the proposed scheme have
IBPB8270R001F01_EIA REPORT(2).pdf:222:drainage is considered necessary and the findings of the 2006 ES (which concluded no impact) remain
IBPB8270R001F01_EIA REPORT(2).pdf:225:In the absence of the proposed scheme, the Infrastructure and land drainage assets within and adjacent to
IBPB8270R001F01_EIA REPORT(2).pdf:240: • Changes to the drainage system were made prior to 2014 following a flooding incident which
IBPB8270R001F01_EIA REPORT(2).pdf:240: drainage strategy as a result of climate change have been discussed at workshops and
IBPB8270R001F01_EIA REPORT(2).pdf:240: • Wider damages to the local area due to increased runoff from the drainage network.
IBPB8270R001F01_EIA REPORT(2).pdf:241: • As set out above, PDT implemented a number of changes to the drainage system following a
IBPB8270R001F01_EIA REPORT(2).pdf:241: capacity of the local drainage system. An ongoing maintenance regime will consider the need
IBPB8270R001F01_EIA REPORT(2).pdf:241: to increase drainage capacity to ensure that the Infrastructure is able to cope with the predicted
IBPB8270R001F01_EIA REPORT(2).pdf:314:surface water drainage (including the provision of oil interceptors and sustainable
IBPB8270R001F01_EIA REPORT(2).pdf:314:forms of drainage as far as is practicable) connected with the development shall be
IBPB8270R001F01_EIA REPORT(2).pdf:324: Infrastructure and land drainage, socio-economics, climate
IBPB8270R001F01_EIA REPORT(2).pdf:447: Drainage Act 1991.
IBPB8270R001F01_EIA REPORT(2).pdf:594: Installation of a surface water drainage system, a pumped foul drainage system, a power supply
IBPB8270R001F01_EIA REPORT(2).pdf:629: • Construction of various landside elements (buildings, rail terminal, road access, lighting, drainage
IBPB8270R001F01_EIA REPORT(2).pdf:629: drainage and a pumping station).
IBPB8270R001F01_EIA REPORT(2).pdf:639:would be drained to either the surface water sewer or river via a drainage system. This will significantly
IBPB8270R001F01_EIA REPORT(2).pdf:639:groundwater. The site surfacing and drainage system will reduce the potential for further contaminant
IBPB8270R001F01_EIA REPORT(2).pdf:664: • Installation of a surface water drainage system, a pumped foul drainage system, a power supply
IBPB8270R001F01_EIA REPORT(2).pdf:664: Of the above activities, the installation of the surface water drainage could impact on the transitional WFD
IBPB8270R001F01_EIA REPORT(2).pdf:664: transferred to the new foul water system. It is envisaged that the drainage system would comprise
IBPB8270R001F01_EIA REPORT(2).pdf:665: Extent of activity (for example size, scale frequency, expected Surface water drainage therefore relates to amount of rainfall experienced.
IBPB8270R001F01_EIA REPORT(2).pdf:666: Is in an estuary and could affect fish in the ✓ Since the drainage system would comprise channel drains with heavy
IBPB8270R001F01_EIA REPORT(2).pdf:667: ✓ Since the drainage system would comprise channel drains with heavy
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:3: access, lighting, drainage and a pumping station).
I&BPB8270MM001F0.1.pdf:4: Infrastructure and land drainage, socio-economics, climate
IBPB8270R001F01_EIA REPORT.pdf:5:21 INFRASTRUCTURE AND LAND DRAINAGE 215
IBPB8270R001F01_EIA REPORT.pdf:8: • Construction of various landside elements (buildings, rail terminal, road access, lighting, drainage
IBPB8270R001F01_EIA REPORT.pdf:12: • Construction of various landside elements (buildings, rail terminal, road access, lighting, drainage
IBPB8270R001F01_EIA REPORT.pdf:27:3.1.9 Drainage
IBPB8270R001F01_EIA REPORT.pdf:27:It is envisaged that the drainage system would comprise channel drains with heavy duty gratings running
IBPB8270R001F01_EIA REPORT.pdf:27:Foul water drainage and a sewage pumping station will support sanitary facilities in the following buildings:
IBPB8270R001F01_EIA REPORT.pdf:100:incorporates a series of drainage arrangements. The surface water system (i.e. the system collecting rainfall
IBPB8270R001F01_EIA REPORT.pdf:222:21 INFRASTRUCTURE AND LAND DRAINAGE
IBPB8270R001F01_EIA REPORT.pdf:222:With regard to Infrastructure and land drainage, the landside elements of the proposed scheme have
IBPB8270R001F01_EIA REPORT.pdf:222:drainage is considered necessary and the findings of the 2006 ES (which concluded no impact) remain
IBPB8270R001F01_EIA REPORT.pdf:225:In the absence of the proposed scheme, the Infrastructure and land drainage assets within and adjacent to
IBPB8270R001F01_EIA REPORT.pdf:240: • Changes to the drainage system were made prior to 2014 following a flooding incident which
IBPB8270R001F01_EIA REPORT.pdf:240: drainage strategy as a result of climate change have been discussed at workshops and
IBPB8270R001F01_EIA REPORT.pdf:240: • Wider damages to the local area due to increased runoff from the drainage network.
IBPB8270R001F01_EIA REPORT.pdf:241: • As set out above, PDT implemented a number of changes to the drainage system following a
IBPB8270R001F01_EIA REPORT.pdf:241: capacity of the local drainage system. An ongoing maintenance regime will consider the need
IBPB8270R001F01_EIA REPORT.pdf:241: to increase drainage capacity to ensure that the Infrastructure is able to cope with the predicted
IBPB8270R001F01_EIA REPORT.pdf:314:surface water drainage (including the provision of oil interceptors and sustainable
IBPB8270R001F01_EIA REPORT.pdf:314:forms of drainage as far as is practicable) connected with the development shall be
IBPB8270R001F01_EIA REPORT.pdf:324: Infrastructure and land drainage, socio-economics, climate
IBPB8270R001F01_EIA REPORT.pdf:447: Drainage Act 1991.
IBPB8270R001F01_EIA REPORT.pdf:594: Installation of a surface water drainage system, a pumped foul drainage system, a power supply
IBPB8270R001F01_EIA REPORT.pdf:629: • Construction of various landside elements (buildings, rail terminal, road access, lighting, drainage
IBPB8270R001F01_EIA REPORT.pdf:629: drainage and a pumping station).
IBPB8270R001F01_EIA REPORT.pdf:639:would be drained to either the surface water sewer or river via a drainage system. This will significantly
IBPB8270R001F01_EIA REPORT.pdf:639:groundwater. The site surfacing and drainage system will reduce the potential for further contaminant
IBPB8270R001F01_EIA REPORT.pdf:664: • Installation of a surface water drainage system, a pumped foul drainage system, a power supply
IBPB8270R001F01_EIA REPORT.pdf:664: Of the above activities, the installation of the surface water drainage could impact on the transitional WFD
IBPB8270R001F01_EIA REPORT.pdf:664: transferred to the new foul water system. It is envisaged that the drainage system would comprise
IBPB8270R001F01_EIA REPORT.pdf:665: Extent of activity (for example size, scale frequency, expected Surface water drainage therefore relates to amount of rainfall experienced.
IBPB8270R001F01_EIA REPORT.pdf:666: Is in an estuary and could affect fish in the ✓ Since the drainage system would comprise channel drains with heavy
IBPB8270R001F01_EIA REPORT.pdf:667: ✓ Since the drainage system would comprise channel drains with heavy
PB8270-RHD-ZZ-XX-RP-Z-0002.pdf:3:8.16 Infrastructure and land drainage 12
PB8270-RHD-ZZ-XX-RP-Z-0002.pdf:6: • Construction of various landside elements (buildings, rail terminal, road access, lighting, drainage
PB8270-RHD-ZZ-XX-RP-Z-0002.pdf:9: • Infrastructure and land drainage.
PB8270-RHD-ZZ-XX-RP-Z-0002.pdf:16:8.16 Infrastructure and land drainage
Licence Document (Marine).pdf:5: (buildings, rail terminal, road access, lighting, drainage and a pumping
Schedule 7 - Archaeological WSI.pdf:7: Installation of a surface water drainage system, a pumped foul drainage system, a power supply
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:3: access, lighting, drainage and a pumping station).
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:12: 1. LOCATE EXISTING TIE RODS AND DRAINAGE SERVICES 1. CONSTRUCT BANKSEAT AND PILED PLATFORM
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:45: road access, lighting, drainage and a
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:7: DRAINAGE AND TIE IN LEVELS)
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:7: FRONT OF QUAY FOR DRAINAGE
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:12: 1. LOCATE EXISTING TIE RODS AND DRAINAGE SERVICES 1. CONSTRUCT BANKSEAT AND PILED PLATFORM
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:45: road access, lighting, drainage and a
3 EIS Appendices (3).pdf:27: 40m Drainage Channel
3 EIS Appendices (3).pdf:28: 40m Drainage Channel
3 EIS Appendices (3).pdf:42:d) Surface water drainage run off. Any impacts on land, water, local ecology
3 EIS Appendices (3).pdf:78:Drawing 6 Site Drainage
3 EIS Appendices (3).pdf:79:Appendix 7 Dirty Module DismandingArea DrainageOil
1911South-Tees-Master-Plan-Nov-19.2.pdf:3:03.07 Potential Economic Enablers 11.09 Stormwater Drainage
1911South-Tees-Master-Plan-Nov-19.2.pdf:40:Highway drainage is non-existent and several stretches connection to the South Tees Freight Park and wider
1911South-Tees-Master-Plan-Nov-19.2.pdf:45:2.09.1 ELECTRICITY 2.09.2 INDUSTRIAL PIPELINES 2.09.3 WATER, DRAINAGE AND WASTE WATER
1911South-Tees-Master-Plan-Nov-19.2.pdf:45:275Kv system at Redcar, and from the underground a large network of critical industrial utility Infrastructure, maintenance costs associated with the current COMAH water drainage, and industrial water culverts.
1911South-Tees-Master-Plan-Nov-19.2.pdf:45:The two grid point connections, at Grangetown and Tod other industry in the area, via the Sembcorp corridor. transport various chemicals such as feed stocks, gas, 2.09.3.2 SURFACE WATER AND FOUL DRAINAGE
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:46:drainage at the Redcar Complex is directed to package
1911South-Tees-Master-Plan-Nov-19.2.pdf:46:will consider Sustainable Drainage techniques that could
1911South-Tees-Master-Plan-Nov-19.2.pdf:50:to allow development of the various industries. The The Fleet - Culvert No.2 Lackenby Channel drainage cut The Fleet
1911South-Tees-Master-Plan-Nov-19.2.pdf:52:flooding. Ground levels in the area are considered to be river and drainage network improvements will be not widespread, however the mechanisms for conveying
1911South-Tees-Master-Plan-Nov-19.2.pdf:68: self-sufficiency in energy provision that is “off the grid”. contaminated land, improve drainage networks and USPs of the STDC area and its competitive advantages.
1911South-Tees-Master-Plan-Nov-19.2.pdf:81:removal of invasive species, improved site drainage, etc.).
1911South-Tees-Master-Plan-Nov-19.2.pdf:156:11.09 Stormwater Drainage 11.10 Water Supply and Transmissions 11.11 Wastewater and Industrial Effluent
1911South-Tees-Master-Plan-Nov-19.2.pdf:156:to existing primary drainage networks in the area and will help assure reliable and more efficient operation
1911South-Tees-Master-Plan-Nov-19.2.pdf:156:an underground piped network with drainage control a comprehensive water balance assessment will be
1911South-Tees-Master-Plan-Nov-19.2.pdf:156:into the river and surrounding primary drainage networks quality classification that will feature in the operation
1911South-Tees-Master-Plan-Nov-19.2.pdf:156:the site-wide primary drainage system. Open lagoons for Fundamentally, the water supply system plan will deliver a
1911South-Tees-Master-Plan-Nov-19.2.pdf:156:drainage attenuation may be considered where feasible. fully-integrated strategy for addressing the wide spectrum
1911South-Tees-Master-Plan-Nov-19.2.pdf:156:An area-wide stormwater drainage strategy will be
1911South-Tees-Master-Plan-Nov-19.2.pdf:156:proposals. This will ensure that more localised drainage
R-2021-0674-NM-63262_01 - Teesworks S96A Cover Letter - 04.08.21(1).PDF:1:Condition 5 relates to drainage, in particular surface water management, and states:
R-2021-0674-NM-63262_01 - Teesworks S96A Cover Letter - 04.08.21(1).PDF:1:excavations and groundworks do not compromise the installation of the approved surface water drainage
R-2021-0674-NM-Officer Report 0674.pdf:1:installation of the approved surface water drainage Infrastructure.
R-2021-0674-NM-Officer Report 0674.pdf:1:Prior to the commencement of any works pertaining to drainage, details shall
R-2021-0674-NM-Officer Report 0674.pdf:2:be approved prior to any works relating to drainage, therefore allowing works
R-2021-0674-NM-Officer Report 0674.pdf:3:5. Prior to the commencement of any works pertaining to drainage, details
R-2021-0674-NM-Decision Notice 0674.pdf:1:5. Prior to the commencement of any works pertaining to drainage, details shall
R-2021-0674-NM-ApplicationFormRedacted.pdf:3:To allow the development to commence prior to works pertaining to drainage
R-2021-0674-NM-DECISION NOTICE.pdf:2: PC1084-RHD-SB-DN-DR-C-1385_P01 Drainage received by the LPA on
R-2021-0674-NM-DECISION NOTICE.pdf:3: installation of the approved surface water drainage Infrastructure.
MLA_2020_00506-20220512_MLA_2020_00506_1_variation_HRA_FINAL.pdf:9: elements (buildings, rail terminal, road access, lighting, drainage and a pumping station).
MLA_2020_00506-20221017_MLA_2020_00506_variation 2_HRA_FINAL.pdf:9: elements (buildings, rail terminal, road access, lighting, drainage and a pumping station).
MLA202000506 and MLA202000507 Draft HRA (2).pdf:21: drainage and a pumping station).
MLA202000506 and MLA202000507 Draft HRA (2).pdf:28: (buildings, rail terminal, road access, lighting, drainage reduce the available foraging area for qualifying species.
MLA202000506 and MLA202000507 Draft HRA (2).pdf:29: (buildings, rail terminal, road access, lighting, drainage
MLA202000506 and MLA202000507 Draft HRA.pdf:21: drainage and a pumping station).
MLA202000506 and MLA202000507 Draft HRA.pdf:28: (buildings, rail terminal, road access, lighting, drainage reduce the available foraging area for qualifying species.
MLA202000506 and MLA202000507 Draft HRA.pdf:28: (buildings, rail terminal, road access, lighting, drainage
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:26: INSTALL DRAINAGE AND SERVICES BEHIND QUAY WALL
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:31:crushed stone into the underlying material without the need for a formal drainage system.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:31:A drainage system would however be required on the heavy lift areas, as such areas are proposed to be
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:168:without the need for a formal drainage system.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:181: Hydrology and surface drainage
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:422: how the proposed layout of the project may affect drainage systems;
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:423:with the type of development and critical drainage areas. Guidance is provided for determining appropriate
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:425: • Drainage that does not discharge to high sensitivity sites or existing functional floodplain; or
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:425: • Drainage that does not discharge to sites of any significance or sensitivity to flood risk; or
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:428:The Sustainable Drainage Strategy for the site aims to reduce the surface water flood risk at the site. The
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:428:site, where run off will be collected and passed through appropriate Sustainable Drainage System (SuDS)
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:434:further here. Instead, the main flood risk relates to the performance of surface water drainage systems and
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:434:It is understood that the current surface water runoff and drainage from the land is likely to be directly into
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:434:drainage system. A drainage system collecting surface runoff through gullies would be required on the
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:463: c. new site drainage systems are well designed, taking account of events that exceed the normal design
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:463: e. prioritising the use of sustainable drainage systems (SuDs);
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:492: NGCT elements (buildings, rail terminal, road access, lighting, drainage Dredge footprint therefore is screened into the CIA.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:529: No – whilst there may be local alterations to rainfall these No - Drainage managed and no infiltration to groundwater
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:562: NGCT elements (buildings, rail terminal, road access, lighting, drainage Dredge footprint noise, visual disturbance and water quality
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:26: INSTALL DRAINAGE AND SERVICES BEHIND QUAY WALL
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:31:crushed stone into the underlying material without the need for a formal drainage system.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:31:A drainage system would however be required on the heavy lift areas, as such areas are proposed to be
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:168:without the need for a formal drainage system.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:181: Hydrology and surface drainage
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:422: how the proposed layout of the project may affect drainage systems;
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:423:with the type of development and critical drainage areas. Guidance is provided for determining appropriate
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:425: • Drainage that does not discharge to high sensitivity sites or existing functional floodplain; or
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:425: • Drainage that does not discharge to sites of any significance or sensitivity to flood risk; or
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:428:The Sustainable Drainage Strategy for the site aims to reduce the surface water flood risk at the site. The
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:428:site, where run off will be collected and passed through appropriate Sustainable Drainage System (SuDS)
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:434:further here. Instead, the main flood risk relates to the performance of surface water drainage systems and
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:434:It is understood that the current surface water runoff and drainage from the land is likely to be directly into
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:434:drainage system. A drainage system collecting surface runoff through gullies would be required on the
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:463: c. new site drainage systems are well designed, taking account of events that exceed the normal design
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:463: e. prioritising the use of sustainable drainage systems (SuDs);
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:492: NGCT elements (buildings, rail terminal, road access, lighting, drainage Dredge footprint therefore is screened into the CIA.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:529: No – whilst there may be local alterations to rainfall these No - Drainage managed and no infiltration to groundwater
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:562: NGCT elements (buildings, rail terminal, road access, lighting, drainage Dredge footprint noise, visual disturbance and water quality
MLA_2020_00506-MLA202000506 and MLA202000507 Final HRA .pdf:21: drainage and a pumping station).
MLA_2020_00506-MLA202000506 and MLA202000507 Final HRA .pdf:28: (buildings, rail terminal, road access, lighting, drainage reduce the available foraging area for qualifying species.
MLA_2020_00506-MLA202000506 and MLA202000507 Final HRA .pdf:28: (buildings, rail terminal, road access, lighting, drainage
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:19:underlying material without the need for a formal drainage system across the majority of its length. A
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:19:drainage system collecting surface runoff through gullies would be required for the proposed heavy lift areas
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:57: • Drainage within made ground.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:60: RCBC lead local flood An application should be supported by a site-specific Flood Risk Assessment and Drainage Strategy. The supporting information should demonstrate
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:75: • Drainage within made ground.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:76:The Developer should develop their Surface Water Drainage solution by working through the
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:249:3.3.1 Hydrology and drainage 10
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:262:3.3.1 Hydrology and drainage
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:286: • Drainage survey to determine the presence of underground culverts;
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:345:2.4 Existing surface water drainage system 4
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:351:2.4 Existing surface water drainage system
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:351:It is understood that there is no formal drainage system from the existing land adjacent to the Tees estuary.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:351:It is understood that surface water runoff and drainage from the land is likely to flow directly into the Tees
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:355:associated with the type of development and critical drainage areas.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:356:from the drainage systems, these are present in this sub-area”.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:361:development will be sought will include drainage and flood prevention measures.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:361:• New site drainage systems are well designed, taking account of events that exceed the normal design
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:361:“where the drainage system discharges to a surface water body that can accommodate uncontrolled surface
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:361:Nevertheless, major developments will be required to submit a drainage plan to show the site drainage can
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:361:be adequately dealt with. The proposed drainage scheme should incorporate SuDS unless it can be
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:361:demonstrated that they would be inappropriate. The drainage system must be designed and constructed
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:367:localised areas of ponding. The layout of the proposed scheme, as well as the drainage strategy, will ensure
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:367:underlying material without the need for formal drainage. However, the heavy lift areas are proposed to be
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:367:There remains a risk that, should the drainage outfalls from the proposed scheme footprint be at risk of
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:367:surface water could be restricted in the drainage system and cause flooding. Details relating to the location
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:367:and elevation of current drainage outfalls are currently unknown and will be determined during the detailed
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:372:necessary, within the drainage strategy.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:374:material without the need for a formal drainage system. A drainage system would however be required on
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:397:entering it or could affect fish migrating through the material without the need for a formal drainage system. Where there is a risk of
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:397:estuary contamination, a drainage system would be installed which would capture surface water
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:397:migration or spawning (for example creating a physical A drainage system would however be required on the heavy lift areas, as such areas are
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:398: material without the need for a formal drainage system. Where there is a risk of
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:398: contamination, a drainage system would be installed which would capture surface water
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:398: A drainage system would however be required on the heavy lift areas, as such areas are
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:402:Table B7 Completed Scoping Tables for Activity: O2 Surface water drainage
R-2021-0830-CD-63262_01 - Biodiversity Strategy IB - Sept 2021.PDF:17: from the implementation of the drainage strategy (which is currently under development), de-
R-2021-0830-CD-63262_01 - Biodiversity Strategy IB - Sept 2021.PDF:37:The drainage strategy has not been finalised but a number of options are under consideration which
R-2021-0830-CD-63262_01 - Biodiversity Strategy IB - Sept 2021.PDF:39:Common Toad and any inclusion of SUDS as part of the drainage scheme or ornamental ponds as
R-2021-0830-CD-63262_01 - Biodiversity Strategy IB - Sept 2021.PDF:41:will not be known until the drainage strategy is finalised. Options to create River Units ex-situ are
R-2021-0830-CD-Teesworks Environment and Biodiversity Strategy - Sept 2021.pdf:17: from the implementation of the drainage strategy (which is currently under development), de-
R-2021-0830-CD-Teesworks Environment and Biodiversity Strategy - Sept 2021.pdf:37:The drainage strategy has not been finalised but a number of options are under consideration which
R-2021-0830-CD-Teesworks Environment and Biodiversity Strategy - Sept 2021.pdf:39:Common Toad and any inclusion of SUDS as part of the drainage scheme or ornamental ponds as
R-2021-0830-CD-Teesworks Environment and Biodiversity Strategy - Sept 2021.pdf:41:will not be known until the drainage strategy is finalised. Options to create River Units ex-situ are
R-2021-0830-CD-DECISION NOTICE 0684.pdf:2: PC1084-RHD-SB-DN-DR-C-1385_P01 Drainage received by the LPA on
R-2021-0830-CD-DECISION NOTICE 0684.pdf:3: installation of the approved surface water drainage Infrastructure.
R-2021-0830-CD-63262 - Teesworks Environment and Biodiversity Strategy May 2022.PDF:8: watercourse classed as a main river by the Environment Agency. The Land Drainage Act (1991)
R-2021-0830-CD-63262 - Teesworks Environment and Biodiversity Strategy May 2022.PDF:19: the implementation of drainage improvement works, which involves partial de-culverting of
R-2021-0830-CD-63262 - Teesworks Environment and Biodiversity Strategy May 2022.PDF:43:The drainage strategy has not been finalised but a number of options are under consideration which
R-2021-0830-CD-63262 - Teesworks Environment and Biodiversity Strategy May 2022.PDF:45:Common Toad and any inclusion of SUDS as part of the drainage scheme or ornamental ponds as
R-2021-0830-CD-63262 - Teesworks Environment and Biodiversity Strategy May 2022.PDF:47:will not be known until the drainage strategy is finalised. Options to create River Units ex-situ are
R-2021-0830-CD-63262 - Teesworks Environment and Biodiversity Strategy May 2022.PDF:50:to South Bank Arterial Drainage scheme, to give a net loss of area. This is based on work carried out
R-2021-0830-CD-63262 - Teesworks Environment and Biodiversity Strategy May 2022.PDF:54:the South Bank Arterial Drainage scheme. The intertidal is shown in brown in Figure 1. The BM3.0
R-2021-0830-CD-63262 - Teesworks Environment and Biodiversity Strategy May 2022.PDF:54: Figure 1. The South Bank Arterial Drainage scheme
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0102-A1-C01-South_Bank_Long_Section_Sheet_2_of_4.pdf:1: 8.00 South Bank Arterial Drainage
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-ZZ-RP-C-0006-S4-P01-Asset_Maintenance_Plan.pdf:1:Drainage Network:
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-ZZ-RP-C-0006-S4-P01-Asset_Maintenance_Plan.pdf:3:3 Details of the Surface Water Drainage Strategy 5
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-ZZ-RP-C-0006-S4-P01-Asset_Maintenance_Plan.pdf:3:6 Drainage management strategy 8
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-ZZ-RP-C-0006-S4-P01-Asset_Maintenance_Plan.pdf:4:Figure 2 - Drainage component location 4
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-ZZ-RP-C-0006-S4-P01-Asset_Maintenance_Plan.pdf:5: proposed drainage features in the South Bank area. The type and location of each drainage
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-ZZ-RP-C-0006-S4-P01-Asset_Maintenance_Plan.pdf:5: Figure 2-1 - Drainage component location
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-ZZ-RP-C-0006-S4-P01-Asset_Maintenance_Plan.pdf:5: Figure 1 above shows the proposed arterial drainage network which involves reaches of large
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-ZZ-RP-C-0006-S4-P01-Asset_Maintenance_Plan.pdf:6:3 Details of the Surface Water Drainage Strategy
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-ZZ-RP-C-0006-S4-P01-Asset_Maintenance_Plan.pdf:6: The following drainage features are proposed in order to effectively manage surface water
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-ZZ-RP-C-0006-S4-P01-Asset_Maintenance_Plan.pdf:6: diverted Knitting Wife Beck and Holme Beck. Initially the South Bank drainage channel will
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-ZZ-RP-C-0006-S4-P01-Asset_Maintenance_Plan.pdf:6: The proposed drainage strategy is shown in Figure 1.
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-ZZ-RP-C-0006-S4-P01-Asset_Maintenance_Plan.pdf:7: with the drainage components. This can be minimised by good design, construction
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-ZZ-RP-C-0006-S4-P01-Asset_Maintenance_Plan.pdf:8: The responsibility of ensuring the proper maintenance of the South Bank Arterial Drainage
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-ZZ-RP-C-0006-S4-P01-Asset_Maintenance_Plan.pdf:8: Network falls to Teesworks. The drainage network has been designed to be robust, resilient,
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-ZZ-RP-C-0006-S4-P01-Asset_Maintenance_Plan.pdf:9:6 Drainage management strategy
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-ZZ-RP-C-0006-S4-P01-Asset_Maintenance_Plan.pdf:9: of the drainage assets they will maintain across the development site. It is important to note
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-ZZ-RP-C-0006-S4-P01-Asset_Maintenance_Plan.pdf:9: Description of drainage feature: The engineered channel consists of a precast concrete
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-ZZ-RP-C-0006-S4-P01-Asset_Maintenance_Plan.pdf:11: Description of drainage feature: As previously discussed there are 2 culverted sections
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-ZZ-RP-C-0006-S4-P01-Asset_Maintenance_Plan.pdf:11: within the drainage network. Both culverts span the full width of the channel (are flush with
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-ZZ-RP-C-0006-S4-P01-Asset_Maintenance_Plan.pdf:11: in excess of the 1:100year event. Weep holes will facilitate drainage of pedestrian access as
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-ZZ-RP-C-0006-S4-P01-Asset_Maintenance_Plan.pdf:11: foreseen however the drainage system can accommodate if required.
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-ZZ-RP-C-0006-S4-P01-Asset_Maintenance_Plan.pdf:12: Description of drainage feature: The inter-tidal channel is approximately 300m in length
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-ZZ-RP-C-0006-S4-P01-Asset_Maintenance_Plan.pdf:13: The South Bank Arterial Drainage Network has been designed to provide an asset that has
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-ZZ-RP-C-0006-S4-P01-Asset_Maintenance_Plan.pdf:14: drainage designers must assess all the foreseeable risks during the construction phase and
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-ZZ-RP-C-0006-S4-P01-Asset_Maintenance_Plan.pdf:14: during the ongoing maintenance of the schemes. The design of the drainage scheme must aim
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0101-A1-C01-South_Bank_Long_Section_Sheet_1_of_4.pdf:1: 9.00 South Bank Arterial Drainage
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0203-A1-C02-South_Bank_Cross_Sections_Sheet_3_of_3.pdf:1: South Bank Arterial Drainage
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0103-A1-C01-South_Bank_Long_Section_Sheet_3_of_4.pdf:1: 8.00 South Bank Arterial Drainage
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0303-A1-C01-South_Bank_Details_Sheet_3_of_4.pdf:1: South Bank Arterial Drainage
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0302-A1-C02-South_Bank_Details_Sheet_2_of_4.pdf:1: South Bank Arterial Drainage
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0201-A1-C01-South_Bank_Cross_Sections_Sheet_1_of_3.pdf:1: 1:100yr South Bank Arterial Drainage
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0104-A1-C01-South_Bank_Long_Section_Sheet_4_of_4.pdf:1: 5.00 South Bank Arterial Drainage
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0301-A1-C01-South_Bank_Details_Sheet_1_of_4.pdf:1: South Bank Arterial Drainage
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0001-A1-C02-South_Bank_Key_Plan.pdf:1: South Bank Arterial Drainage
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0003-A1-C02-South_Bank_General_Arrangement_High_Tip_North.pdf:1: South Bank Arterial Drainage
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0202-A1-C02-South_Bank_Cross_Sections_Sheet_2_of_3.pdf:1: South Bank Arterial Drainage
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0002-A1-C02-South_Bank_General_Arrangement_High_Tip_West.pdf:1: South Bank Arterial Drainage
R-2021-1096-CD-LLFA 1096.pdf:1:consideration received 01/03/2022, “Drainage Network Asset Maintenance Plan”. The document details sufficiently
R-2021-1096-CD-COMPLIANCE OFFICER REPORT.pdf:2:installation of the approved surface water drainage Infrastructure.
R-2021-1096-CD-COMPLIANCE OFFICER REPORT.pdf:2:I can confirm that the drainage plans submitted are satisfactory to Northumbrian
R-2021-1096-CD-COMPLIANCE OFFICER REPORT.pdf:2:flood risk and drainage matters, should also be consulted regarding the discharge of
R-2021-1096-CD-COMPLIANCE OFFICER REPORT.pdf:2:any drainage conditions, as the requirements of the Lead Local Flood Authority may
R-2021-1096-CD-COMPLIANCE OFFICER REPORT.pdf:3:information submitted for consideration received 01/03/2022, “Drainage Network
R-2021-1096-CD-COMPLIANCE DECISION NOTICE.pdf:2: installation of the approved surface water drainage Infrastructure.
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0304-A1-C01-South_Bank_Details_Sheet_4_of_4.pdf:1: DRAINAGE DRAINAGE AND 1m HIGH KEE 1 TW-SIZ-XX-JBAU-SB-00-DR-C-0002-Holme_Beck_General_Arrangement_High_Tip_West
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0304-A1-C01-South_Bank_Details_Sheet_4_of_4.pdf:1: AS STATED BY MANUFACTURER, South Bank Arterial Drainage
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0004-A1-C02-South_Bank_General_Arrangement_Inner_Tidal_Channel.pdf:1: South Bank Arterial Drainage
R-2021-1096-CD-NWL.pdf:1:I can confirm that the drainage plans submitted are satisfactory to Northumbrian Water, as the details
R-2021-1096-CD-NWL.pdf:1:drainage matters, should also be consulted regarding the discharge of any drainage conditions, as
R-2021-1096-CD-61586 Covering Letter 22.12.21.pdf:1:excavations and groundworks do not compromise the installation of the approved surface water drainage
R-2022-0816-FFM-STDC_HWY-ATK-LDC-SHPR-DR-CH-000035_C01.pdf:1: P&R DRAINAGE OUTFALL ROUTE; TYPE, 00
R-2022-0816-FFM-STDC_HWY-ATK-LDC-SHPR-DR-CH-000035_C01.pdf:1: 8. DRAINAGE - THE TWO DISCHARGE POINTS IDENTIFIED ARE
R-2022-0816-FFM-STDC_HWY-ATK-LDC-SHPR-DR-CH-000035_C01.pdf:1: R3 DRAINAGE NETWORK SHALL BE ASSESSED TO DETERMINE
R-2022-0816-FFM-STDC_HWY-ATK-LDC-SHPR-DR-CH-000035_C01.pdf:1: DRAINAGE OUTFALL TO BE DETERMINED 00
R-2022-0816-FFM-STDC_HWY-ATK-LDC-SHPR-DR-CH-000035_C01.pdf:1: DORMANSTOWN PEDESTRIAN CROSSING POINTS DRAINAGE ROUTE TO EXISTING WATERCOURSE (SHEET 3 OF 4)
R-2022-0816-FFM-STDC_HWY-ATK-LDC-SHPR-DR-CH-000030_C01.pdf:1: PARK DRAINAGE OUTFALL
R-2022-0816-FFM-STDC_HWY-ATK-LDC-SHPR-DR-CH-000030_C01.pdf:1: DETERMINED FOR CONNECTION P&R DRAINAGE OUTFALL; TYPE, SIZE 30 No. 3.6m x 6.0m DISABLED SPACES / DROP OFF POINTS 30 No. 1.5m x 3.0m MOTORCYCLE SPACES 6. TRAFFIC SIGNS AND ROAD MARKINGS - ROAD MARKINGS ARE
R-2022-0816-FFM-STDC_HWY-ATK-LDC-SHPR-DR-CH-000030_C01.pdf:1: 8. DRAINAGE - THE TWO DISCHARGE POINTS IDENTIFIED ARE
R-2022-0816-FFM-STDC_HWY-ATK-LDC-SHPR-DR-CH-000030_C01.pdf:1: DRAINAGE NETWORK SHALL BE ASSESSED TO DETERMINE
R-2022-0816-FFM-STDC_HWY-ATK-LDC-SHPR-DR-CH-000030_C01.pdf:1: P&R DRAINAGE OUTFALL; TYPE, SIZE & “TEESDALE WAY”
R-2022-0816-FFM-STDC_HWY-ATK-LDC-SHPR-DR-CH-000030_C01.pdf:1: DRAINAGE ROUTE TO EXISTING WATERCOURSE TEESDALE WAY DORMANSTOWN Project
R-2022-0816-FFM-TSWX-JBAC-SWD-XX-RP-CE-0001-S1-P03-Steel_House_Park_&_Ride_FRA (2).pdf:4:2.3 Existing Drainage 3
R-2022-0816-FFM-TSWX-JBAC-SWD-XX-RP-CE-0001-S1-P03-Steel_House_Park_&_Ride_FRA (2).pdf:4:4 Proposed Drainage Strategy 12
R-2022-0816-FFM-TSWX-JBAC-SWD-XX-RP-CE-0001-S1-P03-Steel_House_Park_&_Ride_FRA (2).pdf:4:4.2 Surface Water Drainage 13
R-2022-0816-FFM-TSWX-JBAC-SWD-XX-RP-CE-0001-S1-P03-Steel_House_Park_&_Ride_FRA (2).pdf:5:Figure 4-1: Drainage Areas 14
R-2022-0816-FFM-TSWX-JBAC-SWD-XX-RP-CE-0001-S1-P03-Steel_House_Park_&_Ride_FRA (2).pdf:8:2.3 Existing Drainage
R-2022-0816-FFM-TSWX-JBAC-SWD-XX-RP-CE-0001-S1-P03-Steel_House_Park_&_Ride_FRA (2).pdf:8: Areas of the Steel House development have drainage Infrastructure that discharge to the
R-2022-0816-FFM-TSWX-JBAC-SWD-XX-RP-CE-0001-S1-P03-Steel_House_Park_&_Ride_FRA (2).pdf:8: There is no evident existing drainage within the remainder of the site.
R-2022-0816-FFM-TSWX-JBAC-SWD-XX-RP-CE-0001-S1-P03-Steel_House_Park_&_Ride_FRA (2).pdf:10: through the implementation of a suitable drainage strategy.
R-2022-0816-FFM-TSWX-JBAC-SWD-XX-RP-CE-0001-S1-P03-Steel_House_Park_&_Ride_FRA (2).pdf:17: 4 Proposed Drainage Strategy
R-2022-0816-FFM-TSWX-JBAC-SWD-XX-RP-CE-0001-S1-P03-Steel_House_Park_&_Ride_FRA (2).pdf:17: A “Drainage Options Statement” had been developed for the development by Atkins that
R-2022-0816-FFM-TSWX-JBAC-SWD-XX-RP-CE-0001-S1-P03-Steel_House_Park_&_Ride_FRA (2).pdf:17: the drainage strategy to be updated.
R-2022-0816-FFM-TSWX-JBAC-SWD-XX-RP-CE-0001-S1-P03-Steel_House_Park_&_Ride_FRA (2).pdf:17: The basis of any drainage strategy is to determine where runoff will be discharged, how the
R-2022-0816-FFM-TSWX-JBAC-SWD-XX-RP-CE-0001-S1-P03-Steel_House_Park_&_Ride_FRA (2).pdf:17: discharged into the natural environment and the long-term function of the drainage
R-2022-0816-FFM-TSWX-JBAC-SWD-XX-RP-CE-0001-S1-P03-Steel_House_Park_&_Ride_FRA (2).pdf:18:4.2 Surface Water Drainage
R-2022-0816-FFM-TSWX-JBAC-SWD-XX-RP-CE-0001-S1-P03-Steel_House_Park_&_Ride_FRA (2).pdf:18: Ash Gill Beck and the Fleet. The proposed drainage strategy outlined below will likely
R-2022-0816-FFM-TSWX-JBAC-SWD-XX-RP-CE-0001-S1-P03-Steel_House_Park_&_Ride_FRA (2).pdf:18: Microdrainage’s quick storage estimate tool. In line with EA climate change allowances, a
R-2022-0816-FFM-TSWX-JBAC-SWD-XX-RP-CE-0001-S1-P03-Steel_House_Park_&_Ride_FRA (2).pdf:19: Figure 4-1: Drainage Areas
R-2022-0816-FFM-TSWX-JBAC-SWD-XX-RP-CE-0001-S1-P03-Steel_House_Park_&_Ride_FRA (2).pdf:20: A high level drainage strategy for the site has been developed. Consultation with the
R-2022-0816-FFM-TSWX-JBAC-SWD-XX-RP-CE-0001-S1-P03-Steel_House_Park_&_Ride_FRA (2).pdf:20: Potential solutions for the remainder of the site include combined drainage kerbs/gullies
R-2022-0816-FFM-TSWX-JBAC-SWD-XX-RP-CE-0001-S1-P03-Steel_House_Park_&_Ride_FRA (2).pdf:20: with oversized pipes. Detailed assessment of proposed drainage options should be
R-2022-0816-FFM-TSWX-JBAC-SWD-XX-RP-CE-0001-S1-P03-Steel_House_Park_&_Ride_FRA (2).pdf:23: PARK DRAINAGE OUTFALL
R-2022-0816-FFM-TSWX-JBAC-SWD-XX-RP-CE-0001-S1-P03-Steel_House_Park_&_Ride_FRA (2).pdf:23: DETERMINED FOR CONNECTION P&R DRAINAGE OUTFALL; TYPE, SIZE 30 No. 3.6m x 6.0m DISABLED SPACES / DROP OFF POINTS 30 No. 1.5m x 3.0m MOTORCYCLE SPACES 6. TRAFFIC SIGNS AND ROAD MARKINGS - ROAD MARKINGS ARE
R-2022-0816-FFM-TSWX-JBAC-SWD-XX-RP-CE-0001-S1-P03-Steel_House_Park_&_Ride_FRA (2).pdf:23: 8. DRAINAGE - THE TWO DISCHARGE POINTS IDENTIFIED ARE
R-2022-0816-FFM-TSWX-JBAC-SWD-XX-RP-CE-0001-S1-P03-Steel_House_Park_&_Ride_FRA (2).pdf:23: DRAINAGE NETWORK SHALL BE ASSESSED TO DETERMINE
R-2022-0816-FFM-TSWX-JBAC-SWD-XX-RP-CE-0001-S1-P03-Steel_House_Park_&_Ride_FRA (2).pdf:23: P&R DRAINAGE OUTFALL; TYPE, SIZE & “TEESDALE WAY”
R-2022-0816-FFM-TSWX-JBAC-SWD-XX-RP-CE-0001-S1-P03-Steel_House_Park_&_Ride_FRA (2).pdf:23: DRAINAGE ROUTE TO EXISTING WATERCOURSE TEESDALE WAY DORMANSTOWN Project
R-2022-0816-FFM-STDC_HWY-ATK-LDC-SHPR-DR-CH-000034_C01.pdf:1: PEDESTRIAN CROSSING POINTS DRAINAGE ROUTE TO EXISTING WATERCOURSE 3. FOR TYPICAL HIGHWAY CROSS SECTIONS REFER TO
R-2022-0816-FFM-STDC_HWY-ATK-LDC-SHPR-DR-CH-000034_C01.pdf:1: 8. DRAINAGE - THE TWO DISCHARGE POINTS IDENTIFIED ARE
R-2022-0816-FFM-STDC_HWY-ATK-LDC-SHPR-DR-CH-000034_C01.pdf:1: DRAINAGE NETWORK SHALL BE ASSESSED TO DETERMINE
R-2022-0816-FFM-STDC_HWY-ATK-LDC-SHPR-DR-CH-000020_C01.pdf:1: DRAINAGE ROUTE TO EXISTING WATERCOURSE
R-2022-0816-FFM-STDC_HWY-ATK-LDC-SHPR-DR-CH-000020_C01.pdf:1: nr-sw NETWORK RAIL DRAINAGE
R-2022-0816-FFM-20220909 Steel House PandR TA Issue.pdf:23: 8. DRAINAGE - THE TWO DISCHARGE POINTS IDENTIFIED ARE
R-2022-0816-FFM-20220909 Steel House PandR TA Issue.pdf:23: DRAINAGE NETWORK SHALL BE ASSESSED TO DETERMINE
R-2022-0816-FFM-STDC_HWY-ATK-LDC-SHPR-DR-CH-000031_C01.pdf:1: 7. DRAINAGE - DUE TO THE INCREASE IN PAVED AREAS THERE WILL BE AN
R-2022-0816-FFM-STDC_HWY-ATK-LDC-SHPR-DR-CH-000031_C01.pdf:1: DRAINAGE SYSTEMS (HIGHWAY AND DRAINAGE DITCHES). THE
R-2022-0816-FFM-STDC_HWY-ATK-LDC-SHPR-DR-CH-000031_C01.pdf:1: EXISTING DRAINAGE NETWORK IS TO BE ASSESSED TO DETERMINE
R-2022-0816-FFM-Steel House PandR Cover Letter(1).pdf:3:• Drainage Infrastructure.
R-2022-0816-FFM-Steel House PandR Cover Letter(1).pdf:9:A Flood Risk Assessment (FRA) and Drainage Strategy (DS) have been prepared to accompany the
R-2022-0816-FFM-Steel House PandR Cover Letter(1).pdf:10:• Flood Risk Assessment and Drainage Strategy, prepared by JBA;
R-2022-0816-FFM-STDC_HWY-ATK-LDC-SHPR-DR-CH-000036_C01.pdf:1: 8. DRAINAGE - THE TWO DISCHARGE POINTS IDENTIFIED ARE
R-2022-0816-FFM-STDC_HWY-ATK-LDC-SHPR-DR-CH-000036_C01.pdf:1: 65 DRAINAGE NETWORK SHALL BE ASSESSED TO DETERMINE
R-2022-0816-FFM-STDC_HWY-ATK-LDC-SHPR-DR-CH-000036_C01.pdf:1: CENTRAL PEDESTRIAN CROSSING POINTS DRAINAGE ROUTE TO EXISTING WATERCOURSE (SHEET 4 OF 4)
R-2022-0816-FFM-R-2022-0816-FFM-R-2022-0816-FFM Response Letter.pdf:1:that surface water will discharge to the existing watercourse. Should the drainage proposal change
R-2022-0816-FFM-63262_01 Teesworks Park and Ride Design and Access Statement 09_09_22.pdf:6: spaces as well as landscaping and drainage Infrastructure.
R-2022-0816-FFM-STDC_HWY-ATK-LDC-SHPR-DR-CH-000043_C01.pdf:1: 200MM DEPTH GRANULAR DRAINAGE
R-2022-0816-FFM-STDC_HWY-ATK-LDC-SHPR-DR-CH-000032_C01.pdf:1: 7. DRAINAGE - DUE TO THE INCREASE IN PAVED AREAS THERE WILL BE AN
R-2022-0816-FFM-STDC_HWY-ATK-LDC-SHPR-DR-CH-000032_C01.pdf:1: DRAINAGE SYSTEMS (HIGHWAY AND DRAINAGE DITCHES). THE
R-2022-0816-FFM-STDC_HWY-ATK-LDC-SHPR-DR-CH-000032_C01.pdf:1: EXISTING DRAINAGE NETWORK IS TO BE ASSESSED TO DETERMINE
R-2022-0816-FFM-220831_ HRA for Steel House Park and Ride_INCA_RevA (002).pdf:10: Watercourse pollution A Sustainable Urban Drainage Scheme (SUDS) will Screened out
R-2022-0816-FFM-STDC_HWY-ATK-LDC-SHPR-DR-CH-000042_C01.pdf:1: Demolition and protection for the proposed drainage route LIMERICK R
R-2022-0816-FFM-STDC_HWY-ATK-LDC-SHPR-DR-CH-000042_C01.pdf:1: Drainage route to existing watercourse AND PROTECTION
R-2022-0816-FFM-STDC_HWY-ATK-LDC-SHPR-DR-CH-000033_C01.pdf:1: EXISTING STEEL HOUSE CAR PARK DRAINAGE P&R DRAINAGE OUTFALL ROUTE; TYPE, IS TO BE UNDERTAKEN ONCE FINAL PARAMETERS AND
R-2022-0816-FFM-STDC_HWY-ATK-LDC-SHPR-DR-CH-000033_C01.pdf:1: PEDESTRIAN CROSSING POINTS DRAINAGE ROUTE TO EXISTING WATERCOURSE 3. FOR TYPICAL HIGHWAY CROSS SECTIONS REFER TO
R-2022-0816-FFM-STDC_HWY-ATK-LDC-SHPR-DR-CH-000033_C01.pdf:1: 8. DRAINAGE - THE TWO DISCHARGE POINTS IDENTIFIED ARE
R-2022-0816-FFM-STDC_HWY-ATK-LDC-SHPR-DR-CH-000033_C01.pdf:1: CAR CAR DRAINAGE NETWORK SHALL BE ASSESSED TO DETERMINE
R-2022-0816-FFM-INCA2022-42 EcIA Steel House Park and Ride.pdf:15:Construction and Environmental Management Plan (CEMP) and a Sustainable Urban Drainage
R-2022-0816-FFM-INCA2022-42 EcIA Steel House Park and Ride.pdf:17:A Sustainable Urban Drainage Scheme (SUDS)
R-2022-0816-FFM-STDC_HWY-ATK-LDC-SHPR-DR-CH-000040_C01.pdf:1: Drainage route to existing watercourse
R-2022-0816-FFM-ApplicationFormRedacted.pdf:9: Sustainable drainage system
R-2022-0816-FFM-ApplicationFormRedacted.pdf:10:Are you proposing to connect to the existing drainage system?
R-2022-0515-CD-R 2020 0357 OOM Decision Notice.pdf:5: installation of the approved surface water drainage Infrastructure.
R-2022-0515-CD-R 2020 0357 OOM Decision Notice.pdf:5: installation of the approved surface water or foul drainage Infrastructure.
R-2021-0754-FFM-Officer Report 0754.pdf:1: Flood Risk Assessment and Drainage Strategy
R-2021-0754-FFM-Officer Report 0754.pdf:10:Drainage Strategy, prepared by BGP, dated 17/08/21.
R-2021-0754-FFM-Officer Report 0754.pdf:10:Technical matters relating to drainage, contamination/nuisance, highways and
R-2021-0754-FFM-ApplicationFormRedacted.pdf:4: Sustainable drainage system
R-2021-0754-FFM-ApplicationFormRedacted.pdf:5:Are you proposing to connect to the existing drainage system? Yes No Unknown
R-2021-0754-FFM-Network Rail comments.pdf:1:boundary, drainage works, or schemes in proximity to railway tunnels (including tunnel shafts) please email
R-2021-0754-FFM-Flood Risk Assessment and Drainage Strategy.pdf:1: Drainage Strategy
R-2021-0754-FFM-Flood Risk Assessment and Drainage Strategy.pdf:3:7 Drainage Philosophy
R-2021-0754-FFM-Flood Risk Assessment and Drainage Strategy.pdf:8: drainage systems can run quickly off land and result in localised flooding.
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:8: 3.3.4. The New Access Road will include a new surface water drainage network, and will be
R-2021-0754-FFM-Flood Risk Assessment and Drainage Strategy.pdf:9: 3.5.2. All proposed drainage would be designed in accordance with current best practices and
R-2021-0754-FFM-Flood Risk Assessment and Drainage Strategy.pdf:9: permission. As such, the proposed drainage system would need to be designed in order
R-2021-0754-FFM-Flood Risk Assessment and Drainage Strategy.pdf:9: expected risk of flooding from proposed drainage would be low.
R-2021-0754-FFM-Flood Risk Assessment and Drainage Strategy.pdf:11: drainage network into the new site drainage channel, that is being constructed as part of
R-2021-0754-FFM-Flood Risk Assessment and Drainage Strategy.pdf:11: 6.3. The new drainage channel has been sized to accept unrestricted surface water flows form
R-2021-0754-FFM-Flood Risk Assessment and Drainage Strategy.pdf:11: drainage network.
R-2021-0754-FFM-Flood Risk Assessment and Drainage Strategy.pdf:17: hectare or affected by other sources of flooding or in an area with critical drainage
R-2021-0754-FFM-63455 01 LM Wind Access Road - Cover Letter 18.08.21.pdf:4:Flood Risk and Drainage
R-2021-0754-FFM-63455 01 LM Wind Access Road - Cover Letter 18.08.21.pdf:4:The application is supported by a Flood Risk Assessment and Drainage Strategy, prepared by BGP, dated
R-2021-0754-FFM-63455 01 LM Wind Access Road - Cover Letter 18.08.21.pdf:4:is directed towards kerb drains. The surface water will be discharged via below ground drainage network into
R-2021-0754-FFM-63455 01 LM Wind Access Road - Cover Letter 18.08.21.pdf:4:the new site drainage channel, being constructed as part of the wider South Bank development.
R-2021-0754-FFM-63455 01 LM Wind Access Road - Cover Letter 18.08.21.pdf:4:The new drainage channel has been sized to accept unrestricted surface water flows form the South Bank
R-2021-0754-FFM-63455 01 LM Wind Access Road - Cover Letter 18.08.21.pdf:4:the site will be positively drained via a proposed drainage network.
Environmental Statement, Chapter G Water Management and Flooding Section 7 Residual effects.pdf:1:G7.2 As previously noted, the water management and drainage strategy is yet to be completed but in
Environmental Statement, Chapter G Water Management and Flooding Section 7 Residual effects.pdf:1: addition surface water channels, associated with drainage and the blue green networks for
Environmental Statement, Chapter G Water Management and Flooding Section 7 Residual effects.pdf:2: remediation strategy. The drainage strategy should also not include for the provision of
TW-SIZ-XX-JBAU-SB-H8-FN-Z-0001-S4-P01-Scope_of_Works_under_MMO_jurisdiction.pdf:1:2 South Bank Arterial Drainage Network Overview
TW-SIZ-XX-JBAU-SB-H8-FN-Z-0001-S4-P01-Scope_of_Works_under_MMO_jurisdiction.pdf:1: The South Bank arterial drainage network is required to facilitate drainage from the
TW-SIZ-XX-JBAU-SB-H8-FN-Z-0001-S4-P01-Scope_of_Works_under_MMO_jurisdiction.pdf:1: The drainage network also incorporates two existing ordinary watercourses, Holme
TW-SIZ-XX-JBAU-SB-H8-FN-Z-0001-S4-P01-Scope_of_Works_under_MMO_jurisdiction.pdf:1: The arterial drainage network restores the watercourses to open channels and provides
TW-SIZ-XX-JBAU-SB-H8-FN-Z-0001-S4-P01-Scope_of_Works_under_MMO_jurisdiction.pdf:3: of the upstream catchment. All surface water discharges into the arterial drainage
TW-SIZ-XX-JBAU-SB-H8-FN-Z-0001-S4-P01-Scope_of_Works_under_MMO_jurisdiction.pdf:3: The South Bank and Dorman Point arterial drainage network effectively form a sealed
TW-SIZ-XX-JBAU-SB-H8-FN-Z-0001-S4-P01-Scope_of_Works_under_MMO_jurisdiction.pdf:3: At all points Teesworks will be responsible for the maintenance of the arterial drainage
TW-SIZ-XX-JBAU-SB-H8-FN-Z-0001-S4-P01-Scope_of_Works_under_MMO_jurisdiction.pdf:3: network. Please refer to section 6.3 of the South Bank Arterial Drainage Network Asset
Environmental Statement, Chapter G Water Management and Flooding Section 2 Policy Context(2).pdf:1: Major developments should incorporate sustainable drainage systems unless there
Environmental Statement, Chapter G Water Management and Flooding Section 2 Policy Context(2).pdf:1: 2019a) other sustainable drainage systems, removing artificial physical modifications (for
Environmental Statement, Chapter G Water Management and Flooding Section 2 Policy Context(2).pdf:2: The Land Drainage Act 1991 & This places responsibility for maintaining flows in watercourses on
Environmental Statement, Chapter G Water Management and Flooding Section 2 Policy Context(2).pdf:3: - PPG 3 Use and design of oil separators in surface water drainage systems;
Environmental Statement, Chapter G Water Management and Flooding Section 2 Policy Context(2).pdf:3: Local and Regional Land Drainage Bylaws;
Environmental Statement, Chapter G Water Management and Flooding Section 2 Policy Context.pdf:1: Major developments should incorporate sustainable drainage systems unless there
Environmental Statement, Chapter G Water Management and Flooding Section 2 Policy Context.pdf:1: 2019a) other sustainable drainage systems, removing artificial physical modifications (for
Environmental Statement, Chapter G Water Management and Flooding Section 2 Policy Context.pdf:2: The Land Drainage Act 1991 & This places responsibility for maintaining flows in watercourses on
Environmental Statement, Chapter G Water Management and Flooding Section 2 Policy Context.pdf:3: - PPG 3 Use and design of oil separators in surface water drainage systems;
Environmental Statement, Chapter G Water Management and Flooding Section 2 Policy Context.pdf:3: Local and Regional Land Drainage Bylaws;
Tees Works methodology.pdf:1: drainage has been designed to reflect this
Tees Works methodology.pdf:4: drainage
Tees Works methodology.pdf:9: Water Springs - surface water drainage
Environmental Statement, Chapter H Ground Conditions and Remediation Section 6 Mitigation.pdf:4: water run-off would be controlled using appropriate drainage measures and infiltration into the
Environmental Statement, Chapter H Ground Conditions and Remediation Section 6 Mitigation.pdf:4: ground would be minimised. This will be controlled through an appropriate drainage strategy.
Environmental Statement, Chapter H Ground Conditions and Remediation Section 6 Mitigation.pdf:4:H6.16 Consideration will also be needed to providing temporary drainage throughout the reclamation
Environmental Statement, Chapter H Ground Conditions and Remediation Section 6 Mitigation.pdf:5: Management and Flooding highlights the need for suitable management of water and drainage,
Environmental Statement, Chapter H Ground Conditions and Remediation Section 6 Mitigation.pdf:5: soakaways in order to limit mobilisation of contamination. In addition, surface drainage and
Environmental Statement, Chapter H Ground Conditions and Remediation Section 6 Mitigation.pdf:5: drainage on site that is not directly discharge to the Tees watercourse is proposed to be
Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:1: STDC water management and drainage strategy for the whole STDC site that details the
Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:1: required regulations and industry standards required for water and drainage asset design and
Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:1: for the design of water management and drainage assets and supply appropriate mitigation for
Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:1: sustainable drainage: Practice Guidance
Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:1: iv Tees Valley Local Authorities Local Standards for Sustainable Drainage
Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:1: d hydraulic modelling will be required as part of the site specific design of drainage and
Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:2: f drainage channels and/or networks will be lined with a geomembrane to prevent
Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:2: standards, regulations and guidance for the design of water management and drainage assets
Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:2:Holme Beck tributary, flooding from existing shore / bank of the Tees Management and Drainage Strategy
Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:2: drainage design process
Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:2:Knitting Wife Culvert, drains due to increased shall be sensitive to avoiding management and drainage strategy by
Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:2:discharges morphology. drainage design will take account of
Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:3: Change in water It is assumed the site is cut and The proposed drainage system will include
Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:3: The timing of excavation and re- management and drainage strategy are
Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:3: the water management and drainage
Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:3: Change in water Placement of oil-water The proposed drainage system within the
Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:3: in land use or drainage site changes to local drainage patterns around
Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:5: Infrastructure to cope existing surface water drainage
Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:5: groundwater (affecting tested as part of a detailed drainage
Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:5: development plot. New drainage will be
Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:5: and drainage strategy will need to
Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:5: accommodate this in the site drainage
Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:5: water management and drainage strategy
Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:5: the groundwater drainage strategy shall reduce the
Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:6: Beneficial changes to If it is possible for the drainage strategy to
Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:6: drainage water and protect the aquifer,.
CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:6:current proposed outlines for water management and drainage at the site aim to provide
CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:17: drainage at the site aim to provide the best practical way forward for the site design
CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:50: multiple benefits to the site such as drainage by
CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:55: ∙ link the watercourses to drainage SUDS so they are
CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:59: machinery should be carried away from any watercourse or drainage (at least
CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:61: water bodies. The current proposed outlines for water management and drainage at
TW-SIZ-XX-JBAU-SB-00-RP-EN-0011-S4-P01-HRA.pdf:1:South Bank Arterial Drainage:
TW-SIZ-XX-JBAU-SB-00-RP-EN-0011-S4-P01-HRA.pdf:5: Bank arterial drainage project. This drainage work forms part of the larger Teesworks
TW-SIZ-XX-JBAU-SB-00-RP-EN-0011-S4-P01-HRA.pdf:8: Tees. For details of the overall proposed drainage scheme, see Appendix 1.
TW-SIZ-XX-JBAU-SB-00-RP-EN-0011-S4-P01-HRA.pdf:22: These works occur immediately adjacent to the proposed drainage works at South Bank.
TW-SIZ-XX-JBAU-SB-00-RP-EN-0011-S4-P01-HRA.pdf:22: They will be undertaken in advance of the drainage works and the flood bank will tie in to
TW-SIZ-XX-JBAU-SB-00-RP-EN-0011-S4-P01-HRA.pdf:23: entering the drainage channel
MLA_2022_00248-APPLICATION-FORM.pdf:1:Surface water drainage outfall
MLA_2022_00248-APPLICATION-FORM.pdf:2:(within the overall Teesworks site) and entails the creation of a new drainage system on
MLA_2022_00248-APPLICATION-FORM.pdf:3:Ordinary watercourse consent obtained for the Teesworks SIZ terrestrial drainage
MLA_2022_00248-APPLICATION-FORM.pdf:3:The design of the South Bank arterial drainage outfall and intertidal area was the focus
MLA_2022_00248-APPLICATION-FORM.pdf:12:removed allowing the Teesworks South Industrial Zone development drainage to
MLA_2022_00248-APPLICATION-FORM.pdf:12:associated drainage has been designed to reflect this.
MLA_2022_00248-APPLICATION-FORM.pdf:14:Provision of drainage for proposed developments on the South Bank and Dorman Point
MLA_2022_00248-APPLICATION-FORM.pdf:17:The proposed works will enhance the drainage system for the Teesworks South
MLA_2022_00248-APPLICATION-FORM.pdf:17:the Teesworks South Industrial zone development drainage scheme which looks to
MLA_2022_00248-APPLICATION-FORM.pdf:17:South Bank is is the western most point of Teesworks, the drainage scheme looks to
MLA_2022_00248-APPLICATION-FORM.pdf:17:development drainage scheme Environmental statement. Please see Environmental
MLA_2022_00248-APPLICATION-FORM.pdf:23:Industrial zone development drainage scheme which outlines for water management
MLA_2022_00248-APPLICATION-FORM.pdf:23:and drainage at the site aim to provide the best practical way forward for the site design
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:17:The Wood “Flood Risk Assessment and Drainage Strategy Flood Risk Assessment and Drainage
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:25:surfaces with covers and suitable drainage to collect and dispose of waters. Validation testing of these
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:26:disposal, either via direct disposal to site foul drainage under discharge consent, via on site treatment
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:26:and discharge to foul drainage under consent, or by tankerage and disposal from site.
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:33:CPEMP to provide temporary drainage facilities and protection measures (such as silt fences) as
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:35: Surface water drainage
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:36: disposal, re-infiltration or disposal under consent to foul drainage network.
R-2021-0422-CD-Decision Notice (1).pdf:5: installation of the approved surface water drainage Infrastructure.
R-2021-0422-CD-Decision Notice (1).pdf:5: installation of the approved surface water or foul drainage Infrastructure.
R-2021-0422-CD-ApplicationFormRedacted.pdf:1:•North East by the Lackenby Channel drainage cut and gas pipelines, forming part of the Sembcorp utilities corridor;
R-2021-0610-PND-SBCO Site - Planning Stage MS - Rev 01 - 15.07.21.pdf:7:prevent any contaminants being discharged into the site surface water drainage system via road gullies etc.
R-2021-0610-PND-SBCO Site - Planning Stage MS - Rev 01 - 15.07.21.pdf:7: drainage system.
R-2022-0049-CD-TW-SIZ-XX-JBAU-DP-KW-DR-C-0100-S3-P01-Knitting_Wife_Long_Sections_Sheet_1_of_4.pdf:1: South Bank Arterial Drainage
R-2022-0049-CD-TW-SIZ-XX-JBAU-DP-KW-DR-C-0200-S3-P01-Knitting_Wife_Cross_Sections_Sheet_1_of_3.pdf:1: LEVELS (mAOD) South Bank Arterial Drainage
R-2022-0049-CD-TW-SIZ-XX-JBAU-DP-KW-DR-C-0102-S3-P01-Knitting_Wife_Long_Sections_Sheet_3_of_4.pdf:1: South Bank Arterial Drainage
R-2022-0049-CD-TW-SIZ-XX-JBAU-DP-HB-DR-C-0300-S3-P01-Holme_Beck_Details_Sheet_1_of_2.pdf:1: South Bank Arterial Drainage
R-2022-0049-CD-TW-SIZ-XX-JBAU-DP-KW-DR-C-0101-S3-P01-Knitting_Wife_Long_Sections_Sheet_2_of_4.pdf:1: South Bank Arterial Drainage
R-2022-0049-CD-TW-SIZ-XX-JBAU-DP-00-DR-C-0001-S3-P01-Key_Plan.pdf:1: South Bank Arterial Drainage
R-2022-0049-CD-TW-SIZ-XX-JBAU-DP-KW-DR-C-0003-S3-P01-Knitting_Wife_Beck_Northern_Reach_GA.pdf:1: South Bank Arterial Drainage
R-2022-0049-CD-TW-SIZ-XX-JBAU-DP-KW-DR-C-0202-S3-P01-Knitting_Wife_Cross_Sections_Sheet_3_of_3.pdf:1: South Bank Arterial Drainage
R-2022-0049-CD-TW-SIZ-XX-JBAU-DP-KW-DR-C-0201-S3-P01-Knitting_Wife_Cross_Sections_Sheet_2_of_3.pdf:1: OFFSET (m) South Bank Arterial Drainage
R-2022-0049-CD-TW-SIZ-XX-JBAU-DP-KW-DR-C-0002-S3-P01-Knitting_Wife_Beck_Eastern_Reach_GA.pdf:1: South Bank Arterial Drainage
R-2022-0049-CD-TW-SIZ-XX-JBAU-DP-KW-DR-C-0103-S3-P01-Knitting_Wife_Long_Sections_Sheet_4_of_4.pdf:1: South Bank Arterial Drainage
R-2022-0049-CD-TW-SIZ-XX-JBAU-DP-HB-DR-C-0301-S3-P01-Holme_Beck_Details_Sheet_2_of_2.pdf:1: South Bank Arterial Drainage
R-2022-0049-CD-TW-SIZ-XX-JBAU-DP-HB-DR-C-0100-S3-P01-Holme_Beck_Sections.pdf:1: South Bank Arterial Drainage
R-2022-0049-CD-TW-SIZ-XX-JBAU-DP-HB-DR-C-0002-S3-P01-Holme_Beck_GA.pdf:1: South Bank Arterial Drainage
R-2022-0231-FF-OFFICER REPORT.pdf:3:proposed works involve the provision of additional drainage Infrastructure that
R-2022-0231-FF-OFFICER REPORT.pdf:4:The application relates to the provision of surface water drainage
R-2022-0231-FF-OFFICER REPORT.pdf:4:site at Teesworks. The proposed development for the drainage Infrastructure
R-2022-0231-FF-TW-SIZ-XX-JBAU-SB-00-DR-C-0001-A1-C02-South_Bank_Key_Plan.pdf:1: South Bank Arterial Drainage
R-2022-0231-FF-TW-SIZ-XX-JBAU-SB-00-DR-C-0004-A1-C03-South_Bank_General_Arrangement_Inter_Tidal_Channel.pdf:1: South Bank Arterial Drainage
R-2022-0231-FF-TW-SIZ-XX-JBAU-SB-00-DR-C-0104-A1-C01-South_Bank_Long_Section_Sheet_4_of_4.pdf:1: 5.00 South Bank Arterial Drainage
R-2022-0231-FF-ApplicationFormRedacted.pdf:6: Sustainable drainage system
R-2022-0231-FF-ApplicationFormRedacted.pdf:7:Are you proposing to connect to the existing drainage system?
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:25:identified within the northern part of the GE Plot. The material was located along the line of the drainage ditch
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:695: Drainage type Drained
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:695: Drainage conductivity m/day 0.00001 Matrix-dominated clay soil. K < 10-9m/s
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:696:Drainage type Drained
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:696:Drainage conductivity m/day 0.25 Sand
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:696:Drainage type Drained
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:696:Drainage conductivity m/day 0.25 Sand
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:697: Drainage type Drained
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:697: Drainage conductivity m/day 0.12 medium soil 20/40/40 clay/silt/sand
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:697: Drainage type Non-porous
R-2022-0342-CD-R 2020 0357 OOM Decision Notice.pdf:5: installation of the approved surface water drainage Infrastructure.
R-2022-0342-CD-R 2020 0357 OOM Decision Notice.pdf:5: installation of the approved surface water or foul drainage Infrastructure.
R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf:10: ecological enhancement and a sustainable urban drainage system.
R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf:44:8.5 A more detailed description of the surface water drainage arrangements for
R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf:44: the ERF site and flood risk is included within the Surface Water Drainage
R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf:44:8.6 The implementation of the surface water drainage strategy is considered to
R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf:44: during construction the approved surface water drainage strategy must be
R-2023-0246-RMM-TV_ERF_Design_Evolution_Documentlr_Part_1.pdf:9:• Incorpora on of onsite sustainable drainage solu ons
R-2023-0246-RMM-TV_ERF_Design_Evolution_Documentlr_Part_1.pdf:14:• Sustainable drainage system to connect to the relocated
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:10: drainage system for surface and foul water. Details of the drainage strategy are
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:11: implemented. The scheme would also contribute to sustainable drainage and
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:16: landscape planting, ecological enhancement and a sustainable urban drainage
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:17: • Drainage – a proposed surface water drainage strategy for the developed site
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:21: sustainable drainage systems (SuDS) attenuation volumes has not been
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:21: kerbed drainage, gullies and carrier pipes.
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:21:3.39 In the event of a fire, all firewater will be collected through the drainage systems.
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:21: Site drainage for external areas will be fitted with an isolation (penstock) valve to
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:21: prevent the discharge of firewater from the surface water drainage system.
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:21:3.40 A more detailed description of the surface water drainage arrangements for the
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:21: site and flood risk is included within the Sustainable Urban Drainage Systems
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:21: surface water drainage system that allows for climate change, measures to
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:44: pond which serves as part of a sustainable drainage system, which will also
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:50: ground structures, sustainable drainage systems (SuDS) and soft landscaping).
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:54: flooding off-site, assuming adherence to a drainage strategy designed to mitigate
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:55: conveyance routes and drainage blankets where necessary to maintain
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:56:8.20 In 2023, the Sustainable Urban Drainage Systems Technical Note by Ramboll
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:98: following the implementation of a drainage strategy, therefore no significant
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:99: drainage strategy incorporating attenuation solutions and restricting runoff rates.
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:99: incorporate their own drainage strategies. The agreed discharges are also unlikely
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:108: During the placement of the new surface water drainage system, oil-water
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:108: The proposed drainage system incorporates design features to remove silt and
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:109: The development will incorporate a Drainage Strategy appropriate to the site to storm event, including 40% allowance for climate change
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:109: reduce runoff rates as set out in the FRA and Surface Water Drainage Strategy, without causing any flooding to the site. Any exceedance
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:110: The drainage design takes account of climate change and such that water
R-2023-0246-RMM-TV_ERF_RMs_Cover_Letter_220324.pdf:1: • Sustainable Urban Drainage Systems technical note
R-2023-0246-RMM-TV_ERF_Planning_Supporting_Statement.pdf:9: • Sustainable Urban Drainage Systems technical note
R-2023-0246-RMM-TV_ERF_Planning_Supporting_Statement.pdf:10: • Condition 9 (surface water drainage scheme)
R-2023-0246-RMM-TV_ERF_Planning_Supporting_Statement.pdf:10: • Condition 10 (surface water drainage management plan)
R-2023-0246-RMM-TV_ERF_Planning_Supporting_Statement.pdf:14: OPP is subject to appropriate mitigation and details of the final drainage system
R-2023-0246-RMM-TV_ERF_Planning_Supporting_Statement.pdf:14: application includes a drainage strategy in this respect, with the final details to be
R-2023-0246-RMM-TV_ERF_Planning_Supporting_Statement.pdf:14: submitted to discharge conditions 8 and 9 of the OPP (drainage details) in due
R-2023-0246-RMM-TV_ERF_Planning_Supporting_Statement.pdf:17:3.18 The proposals also include a sustainable urban drainage strategy and foul water
R-2023-0246-RMM-TV_ERF_Planning_Supporting_Statement.pdf:17: network. A description of the surface water drainage arrangements for the site
R-2023-0246-RMM-TV_ERF_Planning_Supporting_Statement.pdf:27:5.25. The drainage system also takes account of climate adaptation in terms of
R-2023-0246-RMM-TV_ERF_Planning_Supporting_Statement.pdf:29: which include the need for a drainage strategy that incorporates a drainage basin
R-2023-0246-RMM-TV_ERF_Planning_Supporting_Statement.pdf:29:5.40. The detailed ERF design respects and accords with the drainage strategy and
R-2023-0246-RMM-TV_ERF_Planning_Supporting_Statement.pdf:29: drainage systems, ensuring the separation of foul and surface water flows and
R-2023-0246-RMM-TV_ERF_Planning_Supporting_Statement.pdf:29: drainage strategy are considered to be fully compliant with the overarching
R-2023-0246-RMM-TV_ERF_Planning_Supporting_Statement.pdf:30: accordance with Policy SD7. The approval of a detailed drainage scheme for foul
R-2023-0246-RMM-TV_ERF_Planning_Supporting_Statement.pdf:30: scheme), 9 (surface water drainage scheme) and 10 (surface water drainage
R-2023-0246-RMM-TV_ERF_Planning_Supporting_Statement.pdf:31: combine sustainable drainage and landscaping of the site. The on-site
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:1:Sustainable Urban Drainage
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:2: DRAINAGE SYSTEMS
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:3:SUSTAINABLE URBAN DRAINAGE SYSTEMS TECHNICAL
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:4:Ramboll - SUSTAINABLE URBAN DRAINAGE SYSTEMS TECHNICAL NOTE
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:4:2.2 Existing drainage 3
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:4:4. PROPOSED DRAINAGE 5
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:4:Surface Water Drainage Layout
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:5:Ramboll - SUSTAINABLE URBAN DRAINAGE SYSTEMS TECHNICAL NOTE
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:5: The objective of this document is to provide a detailed description of the surface water drainage
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:5: will be adopted during future detailed design phases for drainage design.
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:5: the proposed drainage strategy and the associated constraints and opportunities that have been
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:6:Ramboll - SUSTAINABLE URBAN DRAINAGE SYSTEMS TECHNICAL NOTE
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:6: 2.2 Existing drainage
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:6: The current site is not served by a dedicated positive drainage system and it is assumed that all
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:6: storm run-off currently infiltrates to the ground and/or runs off to any adjacent drainage.
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:6: The primary drainage feature adjacent to the site is the Holme Beck culvert. Holme Beck flows
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:6: It is proposed that all below ground surface water drainage for the development will be collected
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:6: and conveyed via gravity fed positive drainage where possible and discharged off site to the
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:6: Self-cleansing velocity in the surface water drainage networks will be achieved in all instances and
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:6: existing off-site below ground drainage and sewerage network.
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:7:Ramboll - SUSTAINABLE URBAN DRAINAGE SYSTEMS TECHNICAL NOTE
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:7: • BS EN 12056 : Parts 1-5 : Gravity Drainage Systems Inside Buildings
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:7: • Sustainable Drainage Systems - Design manual for England and Wales (CIRIA)
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:7: • Sewerage Sector Guidance document (SSG) where drainage systems are to be offered
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:7: • BS 8000-14: Workmanship on Building Sites: Code Of Practice For Below Ground Drainage
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:7: Surface water drainage systems need to be developed in line with sustainable development
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:7: collectively referred to as Sustainable Drainage Systems (SuDS). The objective of SuDS is to
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:7: amenity and biodiversity opportunities. Surface water sustainable drainage systems will be
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:7: managed as close to its source as possible in line with the following drainage hierarchy:
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:7: The actual below ground drainage sizes will be determined once the flow rates are available from
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:8:Ramboll - SUSTAINABLE URBAN DRAINAGE SYSTEMS TECHNICAL NOTE
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:8:4. PROPOSED DRAINAGE
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:8: The MicroDrainage modelling system was used to configure approximate storage estimates based
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:8: by means of Sustainable Urban Drainage Systems. Due to existing site contamination, and the
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:9:Ramboll - SUSTAINABLE URBAN DRAINAGE SYSTEMS TECHNICAL NOTE
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:9: A surface water drainage sketch is included in the Appendix 1. This design is based on the
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:9: The surface water drainage system will connect to Holme Beck culvert as designed by Stantec and
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:9: below outlines how each element of the drainage hierarchy has been considered during the
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:10:Ramboll - SUSTAINABLE URBAN DRAINAGE SYSTEMS TECHNICAL NOTE
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:11:Ramboll - SUSTAINABLE URBAN DRAINAGE SYSTEMS TECHNICAL NOTE
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:12:Ramboll - SUSTAINABLE URBAN DRAINAGE SYSTEMS TECHNICAL NOTE
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:13:Ramboll - SUSTAINABLE URBAN DRAINAGE SYSTEMS TECHNICAL NOTE
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:13: As part of the drainage strategy, it is necessary to consider the treatment of fire water for the
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:13: surface water drainage system which discharges to the Holme Beck. This fire water is potentially
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:13: on the outfalls into Holme Beck to allow total isolation of the drainage to the Beck to prevent fire
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:13: fire water will enter the drainage system through the surface level features such as gullies, if the
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:14:Ramboll - SUSTAINABLE URBAN DRAINAGE SYSTEMS TECHNICAL NOTE
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:15:Ramboll - SUSTAINABLE URBAN DRAINAGE SYSTEMS TECHNICAL NOTE
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:16:Ramboll - SUSTAINABLE URBAN DRAINAGE SYSTEMS TECHNICAL NOTE
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:17:Ramboll - SUSTAINABLE URBAN DRAINAGE SYSTEMS TECHNICAL NOTE
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:17: SURFACE WATER DRAINAGE LAYOUT
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:18: > ASW > ASW ACCIONA STORM WATER DRAINAGE
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:18: ACCIONA ROOF WATER DRAINAGE
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:18: DRAINAGE
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:18: > OW > OW ACCIONA OILY WATER DRAINAGE
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:18: > FW > FW ACCIONA SEWAGE WATER DRAINAGE
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:18: DRAINAGE
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:18: SURFACE WATER DRAINAGE
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:19: ACCIONA STORM WATER DRAINAGE
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:19: RW > RW > RW ACCIONA ROOF WATER DRAINAGE
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:19: DRAINAGE
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:19: > > ACCIONA OILY WATER DRAINAGE
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:19: ACCIONA SEWAGE WATER DRAINAGE
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:19: DRAINAGE
R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:19: > > SW > SW SURFACE WATER DRAINAGE
R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:6: • Sustainable urban drainage.
R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:6: It is proposed that below ground surface water drainage for the development will be collected and
R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:6: conveyed via gravity fed positive drainage and discharged off site. The runoff will be passed through
R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:14: Requires impact assessment noted that the drainage design will freshwater flow into this coastal water impact upon the freshwater flows at
R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:14: Flood Risk Assessment/drainage
R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:20: into the river and coastal water body. A Water Resources licence will be required, runoff rates through the proposed drainage strategy (such as implementing runoff discharge rates agreed with
R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:20: Indirect be through connections to mains sewage. If this is not possible, an appropriate be made to the Ramboll Drainage technical note (1620010534, Memo Number: 01, Dated 08/10/2021); and
R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:29: greater difficulties in providing for drainage connections;
R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:4: Existing Drainage 7
R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:5: drainage strategy. Proposed mitigation comprises the inclusion of an attenuation pond and lined
R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:11: yet entered a watercourse, drainage system or public sewer.
R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:12: EA modelling and the absence of a formal drainage system.
R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:12: Existing Drainage
R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:12: The primary drainage feature adjacent to the site is the Holme Beck culvert. No current
R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:13: drainage flood risk
R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:14: The existing site is brownfield with no positive drainage network present. As a result of the
R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:14: future as a result of the effects of climate change. Therefore, a drainage strategy needs to be
R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:14: The drainage hierarchy for the management of runoff should be considered in determining the
R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:14: drainage strategy for any development site. The hierarchy is as follows:
R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:15: The surface water drainage strategy proposed for the site is detailed in the separate Report
R-2023-0246-RMM-TV_ERF_Flood_Risk_Assessment.pdf:16: • Implementation of a site-specific surface water drainage strategy.
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:15: Booms will be placed around drainage inlets to prevent sedimentation from run off
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:15: water from entering the drainage systems.
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:39:• Exclusion of the upper reaches of the Lackenby Channel (Drainage Cut),
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:50:associated drainage works.
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:104:CEMP, SuDS pond and other associated drainage works. As part of the BNG
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:146:additional drainage from the road enters the beck through a pipe.
R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000002_C01.pdf:1: SPECIFICATION AND DRAINAGE SCHEDULE. SHOULD
R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000002_C01.pdf:1: 7. FOR HIGHWAY DRAINAGE NETWORK DETAILS REFER TO
R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000002_C01.pdf:1: - EXISTING DRAINAGE SYSTEM
R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000002_C01.pdf:1: - PROPOSED HIGHWAY DRAINAGE SYSTEM (CARRIER
R-2021-0296-NM-STDC_HWY-ATK-HGN-PR-DR-CH-000001_C02.pdf:1: THEM MAY BE NECESSARY. 1 in 3 Cut. SLOPED EMBANKMENT OR CUTTING. (2.4m HIGH, 7m or 5m WIDE) DRAINAGE:
R-2021-0296-NM-STDC_HWY-ATK-HGN-PR-DR-CH-000001_C02.pdf:1: 2. HIGHWAY DRAINAGE CONSISTS OF KERB & GULLY WITH SOME
R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000001_C01.pdf:1: SPECIFICATION AND DRAINAGE SCHEDULE. SHOULD
R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000001_C01.pdf:1: EXISTING HOLME BECK 1200Ømm 7. FOR HIGHWAY DRAINAGE NETWORK DETAILS REFER TO
R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000001_C01.pdf:1: - EXISTING DRAINAGE SYSTEM
R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000001_C01.pdf:1: - PROPOSED HIGHWAY DRAINAGE SYSTEM (CARRIER
R-2021-0296-NM-STDC_HWY-ATK-HGN-PR-DR-CH-000006_C02.pdf:1: PROPOSED DRAINAGE OUTLET PIPE 1.8m VERGE 2 6
R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000003_C01.pdf:1: SPECIFICATION AND DRAINAGE SCHEDULE. SHOULD
R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000003_C01.pdf:1: 7. FOR HIGHWAY DRAINAGE NETWORK DETAILS REFER TO
R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000003_C01.pdf:1: - EXISTING DRAINAGE SYSTEM
R-2021-0296-NM-STDC_HWY-ATK-HDG-PR_XS-DR-CD-000003_C01.pdf:1: INVERT LEVEL - PROPOSED HIGHWAY DRAINAGE SYSTEM (CARRIER
R-2021-0296-NM-STDC_HWY-ATK-HGN-PR-DR-CH-000009_C02.pdf:1: PROPOSED TEMPORARY DRAINAGE FREIGHT PARK
R-2021-0296-NM-Decision 0270.pdf:4: surface water drainage have been submitted to and approved by the Local
R-2021-0296-NM-Decision 0270.pdf:4: any works commencing on site as it relates to drainage details which are
R-2021-0296-NM-STDC_HWY-ATK-HGN-PR-DR-CH-000011_C01.pdf:1: DRAINAGE TIE-IN ROAD EDGE, FOOTWAY & CYCLEWAY & TACTILES
R-2021-0296-NM-STDC_HWY-ATK-HGN-PR-DR-CH-000011_C01.pdf:1: DRAINAGE KEY:
R-2021-0296-NM-Officer report _R20210296NM.pdf:5:suitable drainage solution at the site.
R-2022-0354-CD-R 2020 0357 OOM Decision Notice.pdf:5: installation of the approved surface water drainage Infrastructure.
R-2022-0354-CD-R 2020 0357 OOM Decision Notice.pdf:5: installation of the approved surface water or foul drainage Infrastructure.
R-2022-0354-CD-ApplicationFormRedacted.pdf:2: - North East by the Lackenby Channel drainage cut and gas pipelines, forming part of the Sembcorp utilities corridor;
R-2020-0302-PND-South Bank Wharf Minor Buildings Demolition V1.0.pdf:5:chamber and again written confirmation supplied. Any drainage outlets or interceptors will
R-2020-0302-PND-South Bank Wharf Minor Buildings Demolition V1.0.pdf:10:account existing site features such as drainage networks. This will ensure in the event of
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:15: • Water quality and drainage;
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:17:associated sediment transport from runoff and subsequently drainage during site activities:
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:17: o Locate all drainage systems on site, mark and protect.
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:17: o Ensure Excavation works do not impact on drainage systems.
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:18: • PPG3 Use and design of oil separators in surface water drainage systems: provides
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:24: • the creation of temporary drainage networks (e.g., temporary connection into combined
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:24: drainage system;
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:24: • control of drainage rate to ensure runoff does not exceed the agreed discharge rates.
R-2021-0832-CD-Teesworks Environment and Biodiversity Strategy - Sept 2021.pdf:17: from the implementation of the drainage strategy (which is currently under development), de-
R-2021-0832-CD-Teesworks Environment and Biodiversity Strategy - Sept 2021.pdf:37:The drainage strategy has not been finalised but a number of options are under consideration which
R-2021-0832-CD-Teesworks Environment and Biodiversity Strategy - Sept 2021.pdf:39:Common Toad and any inclusion of SUDS as part of the drainage scheme or ornamental ponds as
R-2021-0832-CD-Teesworks Environment and Biodiversity Strategy - Sept 2021.pdf:41:will not be known until the drainage strategy is finalised. Options to create River Units ex-situ are
R-2021-0832-CD-63262_01 - Biodiversity Strategy IB - Sept 2021.PDF:17: from the implementation of the drainage strategy (which is currently under development), de-
R-2021-0832-CD-63262_01 - Biodiversity Strategy IB - Sept 2021.PDF:37:The drainage strategy has not been finalised but a number of options are under consideration which
R-2021-0832-CD-63262_01 - Biodiversity Strategy IB - Sept 2021.PDF:39:Common Toad and any inclusion of SUDS as part of the drainage scheme or ornamental ponds as
R-2021-0832-CD-63262_01 - Biodiversity Strategy IB - Sept 2021.PDF:41:will not be known until the drainage strategy is finalised. Options to create River Units ex-situ are
R-2021-0832-CD-63262 - Teesworks Environment and Biodiversity Strategy May 2022.PDF:8: watercourse classed as a main river by the Environment Agency. The Land Drainage Act (1991)
R-2021-0832-CD-63262 - Teesworks Environment and Biodiversity Strategy May 2022.PDF:19: the implementation of drainage improvement works, which involves partial de-culverting of
R-2021-0832-CD-63262 - Teesworks Environment and Biodiversity Strategy May 2022.PDF:43:The drainage strategy has not been finalised but a number of options are under consideration which
R-2021-0832-CD-63262 - Teesworks Environment and Biodiversity Strategy May 2022.PDF:45:Common Toad and any inclusion of SUDS as part of the drainage scheme or ornamental ponds as
R-2021-0832-CD-63262 - Teesworks Environment and Biodiversity Strategy May 2022.PDF:47:will not be known until the drainage strategy is finalised. Options to create River Units ex-situ are
R-2021-0832-CD-63262 - Teesworks Environment and Biodiversity Strategy May 2022.PDF:50:to South Bank Arterial Drainage scheme, to give a net loss of area. This is based on work carried out
R-2021-0832-CD-63262 - Teesworks Environment and Biodiversity Strategy May 2022.PDF:54:the South Bank Arterial Drainage scheme. The intertidal is shown in brown in Figure 1. The BM3.0
R-2021-0832-CD-63262 - Teesworks Environment and Biodiversity Strategy May 2022.PDF:54: Figure 1. The South Bank Arterial Drainage scheme
R-2020-0685-ESM-ApplicationFormRedacted.pdf:4: Sustainable drainage system
R-2020-0685-ESM-ApplicationFormRedacted.pdf:5:Are you proposing to connect to the existing drainage system? Yes No Unknown
R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:19:underlying material without the need for a formal drainage system across the majority of its length. A
R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:19:drainage system collecting surface runoff through gullies would be required for the proposed heavy lift areas
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_7. Marine sediment and water quality.pdf:27:without the need for a formal drainage system.
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:8: No – whilst there may be local alterations to rainfall these No - Drainage managed and no infiltration to groundwater
R-2020-0685-ESM-Response from applicant.PDF:3:Drainage
R-2020-0685-ESM-Response from applicant.PDF:3:The comments made by PD Ports in relation to drainage are noted. The application indicates that the ground
R-2020-0685-ESM-Response from applicant.PDF:3:underlying material without the need for a formal drainage system. A drainage system would however be
R-2020-0685-ESM-OFFICER REPORT.pdf:2:PC1084-RHD-SB-DN-DR-C-1385_P01 Drainage
R-2020-0685-ESM-OFFICER REPORT.pdf:3: Consideration of drainage matters for both surface and foul drainage
R-2020-0685-ESM-OFFICER REPORT.pdf:12:“Nevertheless, major developments will be required to submit a drainage plan
R-2020-0685-ESM-OFFICER REPORT.pdf:12:to show the site drainage can be adequately dealt with. The proposed
R-2020-0685-ESM-OFFICER REPORT.pdf:12:drainage scheme should incorporate SuDS unless it can be demonstrated
R-2020-0685-ESM-OFFICER REPORT.pdf:12:that they would be inappropriate. The drainage system must be designed and
R-2020-0685-ESM-OFFICER REPORT.pdf:13:drainage system is proposed, namely heavy lift areas, that a detailed design
R-2020-0685-ESM-OFFICER REPORT.pdf:22:into the underlying material without the need for a formal drainage system.
R-2020-0685-ESM-OFFICER REPORT.pdf:22:through the request of a condition relating to final surface water drainage
R-2020-0685-ESM-OFFICER REPORT.pdf:23:PRA and the links to surface water drainage.
R-2020-0685-ESM-OFFICER REPORT.pdf:78:drainage systems serving the site. With regard to the proposed system the
R-2020-0685-ESM-OFFICER REPORT.pdf:78:without the need for a formal drainage system. A drainage system collecting
R-2020-0685-ESM-OFFICER REPORT.pdf:80:“Nevertheless, major developments will be required to submit a drainage plan
R-2020-0685-ESM-OFFICER REPORT.pdf:80:to show the site drainage can be adequately dealt with. The proposed
R-2020-0685-ESM-OFFICER REPORT.pdf:80:drainage scheme should incorporate SuDS unless it can be demonstrated
R-2020-0685-ESM-OFFICER REPORT.pdf:80:that they would be inappropriate. The drainage system must be designed and
R-2020-0685-ESM-OFFICER REPORT.pdf:80:drainage system is proposed, namely heavy lift areas, that a detailed design
R-2020-0685-ESM-OFFICER REPORT.pdf:80:Infrastructure; the final detail of the drainage system is required to be agreed
R-2020-0685-ESM-OFFICER REPORT.pdf:97: PC1084-RHD-SB-DN-DR-C-1385_P01 Drainage received by the LPA on
R-2020-0685-ESM-OFFICER REPORT.pdf:99: compromise the installation of the approved surface water drainage
R-2020-0685-ESM-61586 Quay Design and Access Statement November 2020.PDF:2: the existing quays and the formation of the new quay, installation of surface water drainage
R-2020-0685-ESM-61586 Quay Design and Access Statement November 2020.PDF:6: through the crushed stone into the underlying material without the need for a formal drainage
R-2020-0685-ESM-61586 Quay Design and Access Statement November 2020.PDF:6:4.10 A drainage system would however be required on the heavy lift areas, as such areas are proposed
R-2020-0685-ESM-EIA_Scoping_Response_EIA201900017_FINAL.pdf:9: Drainage within made ground.
R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf:14:entering it or could affect fish migrating through the material without the need for a formal drainage system. Where there is a risk of
R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf:14:estuary contamination, a drainage system would be installed which would capture surface water
R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf:14:migration or spawning (for example creating a physical A drainage system would however be required on the heavy lift areas, as such areas are
R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf:15: material without the need for a formal drainage system. Where there is a risk of
R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf:15: contamination, a drainage system would be installed which would capture surface water
R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf:15: A drainage system would however be required on the heavy lift areas, as such areas are
R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf:19:Table B7 Completed Scoping Tables for Activity: O2 Surface water drainage
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:13: Hydrology and surface drainage
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:2: how the proposed layout of the project may affect drainage systems;
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:3:with the type of development and critical drainage areas. Guidance is provided for determining appropriate
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:5: • Drainage that does not discharge to high sensitivity sites or existing functional floodplain; or
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:5: • Drainage that does not discharge to sites of any significance or sensitivity to flood risk; or
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:8:The Sustainable Drainage Strategy for the site aims to reduce the surface water flood risk at the site. The
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:8:site, where run off will be collected and passed through appropriate Sustainable Drainage System (SuDS)
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:14:further here. Instead, the main flood risk relates to the performance of surface water drainage systems and
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:14:It is understood that the current surface water runoff and drainage from the land is likely to be directly into
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:14:drainage system. A drainage system collecting surface runoff through gullies would be required on the
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:3:2.4 Existing surface water drainage system 4
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:9:2.4 Existing surface water drainage system
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:9:It is understood that there is no formal drainage system from the existing land adjacent to the Tees estuary.
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:9:It is understood that surface water runoff and drainage from the land is likely to flow directly into the Tees
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:13:associated with the type of development and critical drainage areas.
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:14:from the drainage systems, these are present in this sub-area”.
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:19:development will be sought will include drainage and flood prevention measures.
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:19:• New site drainage systems are well designed, taking account of events that exceed the normal design
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:19:“where the drainage system discharges to a surface water body that can accommodate uncontrolled surface
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:19:Nevertheless, major developments will be required to submit a drainage plan to show the site drainage can
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:19:be adequately dealt with. The proposed drainage scheme should incorporate SuDS unless it can be
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:19:demonstrated that they would be inappropriate. The drainage system must be designed and constructed
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:25:localised areas of ponding. The layout of the proposed scheme, as well as the drainage strategy, will ensure
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:25:underlying material without the need for formal drainage. However, the heavy lift areas are proposed to be
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:25:There remains a risk that, should the drainage outfalls from the proposed scheme footprint be at risk of
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:25:surface water could be restricted in the drainage system and cause flooding. Details relating to the location
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:25:and elevation of current drainage outfalls are currently unknown and will be determined during the detailed
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:30:necessary, within the drainage strategy.
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:32:material without the need for a formal drainage system. A drainage system would however be required on
R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1388_P01 Construction Sequence.pdf:1: INSTALL DRAINAGE AND SERVICES BEHIND QUAY WALL
R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1385_P01 Drainage.pdf:1: 375 DIA. @ 1:300 450 DIA. @ 1:400 PHASE 1 SURFACE WATER DRAINAGE
R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1385_P01 Drainage.pdf:1: DRAINAGE AREA 450 DIA. INTERCEPTOR MH - S2 450 DIA.
R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1385_P01 Drainage.pdf:1: SURFACE WATER DRAINAGE PHASE 1
R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1385_P01 Drainage.pdf:1: PHASE 2 SURFACE WATER DRAINAGE
R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1385_P01 Drainage.pdf:1: SURFACE WATER DRAINAGE PHASE 2
R-2020-0685-ESM-21 02 05 - Quayside Application.pdf:2:commencing. If it is the applicant’s intention to link the drainage from the larger land side
R-2020-0685-ESM-CON LAND 685.pdf:1:• Drainage survey to determine the presence of underground culverts;
R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf:5: • PC1084-RHD-SB-DN-DR-C-1385_P01 Drainage
R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf:6: the existing quays and the formation of the new quay, installation of surface water drainage
R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf:11: through the crushed stone into the underlying material without the need for a formal drainage
R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf:11:3.10 A drainage system would however be required on the heavy lift areas, as such areas are proposed
R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf:29: Flooding and Drainage
R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf:30: drain into the underlying material without the need for a formal drainage system across the
R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf:30: majority of its length. A drainage system collecting surface runoff through gullies would be
R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf:32: the existing quays and the formation of the new quay, installation of surface water drainage
R-2020-0685-ESM-DECISION NOTICE.pdf:2: PC1084-RHD-SB-DN-DR-C-1385_P01 Drainage received by the LPA on
R-2020-0685-ESM-DECISION NOTICE.pdf:3: installation of the approved surface water drainage Infrastructure.
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:3:3.3.1 Hydrology and drainage 10
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:16:3.3.1 Hydrology and drainage
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:40: • Drainage survey to determine the presence of underground culverts;
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:12: INSTALL DRAINAGE AND SERVICES BEHIND QUAY WALL
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:17:crushed stone into the underlying material without the need for a formal drainage system.
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:17:A drainage system would however be required on the heavy lift areas, as such areas are proposed to be
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf:3: NGCT elements (buildings, rail terminal, road access, lighting, drainage Dredge footprint therefore is screened into the CIA.
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf:12: NGCT elements (buildings, rail terminal, road access, lighting, drainage Dredge footprint noise, visual disturbance and water quality
R-2020-0685-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:7: • Drainage within made ground.
R-2020-0685-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:10: RCBC lead local flood An application should be supported by a site-specific Flood Risk Assessment and Drainage Strategy. The supporting information should demonstrate
R-2020-0685-ESM-Appendix 3_Scoping consultation.pdf:2: • Drainage within made ground.
R-2020-0685-ESM-Appendix 3_Scoping consultation.pdf:3:The Developer should develop their Surface Water Drainage solution by working through the
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_22. Climate change.pdf:4: c. new site drainage systems are well designed, taking account of events that exceed the normal design
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_22. Climate change.pdf:4: e. prioritising the use of sustainable drainage systems (SuDs);
R-2020-0685-ESM-RCBC scoping opinion.pdf:2: Drainage within made ground
R-2020-0685-ESM-RCBC scoping opinion.pdf:15:The Developer should develop their Surface Water Drainage solution by working through the
R-2020-0685-ESM-RCBC scoping opinion.pdf:16:An application should be supported by a site specific Flood Risk Assessment and Drainage
R-2020-0685-ESM-LLFA 0685.pdf:1:required to submit a drainage plan to show the site drainage can be adequately dealt with. The proposed drainage
R-2020-0685-ESM-LLFA 0685.pdf:1:scheme should incorporate SuDS unless it can be demonstrated that they would be inappropriate. The drainage
R-2020-0685-ESM-LLFA 0685.pdf:1:require for areas where a formal drainage system is proposed, namely heavy lift areas, that a detailed design is to be
R-2019-0427-FFM-LLFA comments.pdf:1:The LLFA would offer no objection to the proposed development, as the proposed Surface Water Drainage Strategy
R-2019-0427-FFM-LLFA comments.pdf:1:Flood Risk Assessment and Drainage Strategy Doc ref. 41825-WOOD-XX-XX-RP-OW-0001_A_P01 including all
R-2019-0427-FFM-Consultee response - Network Rail.pdf:1:Drainage
R-2019-0427-FFM-Consultee response - Network Rail.pdf:1:We ask that all surface and foul water drainage from the development area be directed away from Network Rail’s
R-2019-0427-FFM-Consultee response - Network Rail.pdf:1:retained land and structures into suitable drainage systems, the details of which are to be approved by Network Rail
R-2019-0427-FFM-Consultee response - Network Rail.pdf:1:The construction of soakaways for storm or surface water drainage should not take place within 20m of the Network
R-2019-0427-FFM-Consultee response - Network Rail.pdf:1:Wayleaves and or easements for underline drainage assets
R-2019-0427-FFM-Consultee response - Network Rail.pdf:1:The position of any underline drainage asset shall not be within 5m of drainage assets, sensitive operational
R-2019-0427-FFM-Consultee response - Network Rail.pdf:1:Protection of existing railway drainage assets within a clearance area
R-2019-0427-FFM-Consultee response - Network Rail.pdf:1:There are likely to be existing railway drainage assets in the vicinity of the proposed works. Please proceed with
R-2019-0427-FFM-Consultee response - Network Rail.pdf:2:No connection of drainage shall be made to these assets without Network Rail's prior consent to detailed
R-2019-0427-FFM-Consultee response - Network Rail.pdf:2:There must be no interfering with existing drainage assets/systems without Network Rail’s written permission.
R-2019-0427-FFM-Consultee response - Network Rail.pdf:2:The purchaser is asked to ascertain with Network Rail the existence of any existing railway drainage assets or
R-2019-0427-FFM-Consultee response - Network Rail.pdf:2:method statements/drawings relating to any excavation, drainage, demolition, lighting and building work or any works
R-2019-0427-FFM-Consultee response - Network Rail.pdf:3:I would advise that in particular the drainage, earthworks/excavations, method statements/OPE and dust/litter
R-2019-0427-FFM-Decision Notice_R20190427FFM.pdf:2: assessment and drainage strategy (June 2019, wood) and consistent with the
R-2019-0427-FFM-Decision Notice_R20190427FFM.pdf:3: and Drainage Strategy Doc ref. 41825-WOOD-XX-XX-RP-OW-0001_A_P01
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:5: • Flood Risk Assessment and Drainage Strategy (prepared by Wood plc);
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:13: mounds 1A, 1B and 1C comprise the provision of a drainage ditch around the perimeter of each
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:13: be into the Knitting Wife Culvert as detailed in the Flood Risk Assessment and Drainage
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:13: on the Metals Recovery Site comprises the provision of a drainage ditch around the perimeter of
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:14: into the Lackenby Channel as detailed in the Flood Risk Assessment and Drainage Strategy.
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:14: comprises the provision of a drainage ditch around the perimeter of the mound. Due to local
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:14: Risk Assessment and Drainage Strategy.
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:14: comprises the provision of a drainage ditch around the perimeter of the mound. This will
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:14: in the Flood Risk Assessment and Drainage Strategy.
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:16: involving sites of one hectare or more and the inclusion of sustainable drainage systems on all
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:17: that it does not increase flood risk elsewhere. For major developments a drainage plan is
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:17: required to show that site drainage can be adequately dealt with. Surface water runoff not
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:22:6.17 A Flood Risk Assessment (FRA) and Drainage Strategy (DS) has been prepared by Wood plc to
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:22: drainage strategies are proposed to address this.
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:22:6.19 The drainage strategy to deal with the runoff from the storage mounds is based on runoff rates
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:22: and other modelling assumptions already agreed with the LLFA. The drainage strategy
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:22: comprises drainage ditches around the storage mounds and attenuation ponds which will
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:22: of soils into the mounds. Measures for dealing with the management of sediment in the drainage
R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:94: rapid drainage and low attenuation
R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:116:of groundwater flooding, rainfall, property type, and land drainage information be investigated in order to
R-2019-0427-FFM-1 Appendix D1 Enviro Insight Report.PDF:122:drainage or excavations take place. Possible increase in construction cost to reduce potential slope stability problems. Existing property no
R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:42: DRAINAGE Effective Date: 18-Nov-2005
R-2019-0427-FFM-1 Appendix C1 Enviro Insight Report.PDF:83:of groundwater flooding, rainfall, property type, and land drainage information be investigated in order to
R-2019-0427-FFM-Officer report _R20190427FFM.pdf:1: • FRA and Drainage Strategy
R-2019-0427-FFM-Officer report _R20190427FFM.pdf:3:assessment and drainage strategy (June 2019, wood) and consistent with the
R-2019-0427-FFM-Officer report _R20190427FFM.pdf:3:proposed Surface Water Drainage Strategy accords with the requirements of
R-2019-0427-FFM-Officer report _R20190427FFM.pdf:3:Flood Risk Assessment and Drainage Strategy Doc ref. 41825-WOOD-XX-
R-2019-0427-FFM-Officer report _R20190427FFM.pdf:8:A Flood Risk Assessment (FRA) and Drainage Strategy (DS) have been
R-2019-0427-FFM-Officer report _R20190427FFM.pdf:8:potentially increasing downstream flood risk, and drainage strategies are
R-2019-0427-FFM-Officer report _R20190427FFM.pdf:11: assessment and drainage strategy (June 2019, wood) and consistent
R-2019-0427-FFM-Officer report _R20190427FFM.pdf:11: Assessment and Drainage Strategy Doc ref. 41825-WOOD-XX-XX-RP-
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:25: sub-surface drainage systems.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:29: feature is present in the south west Given the previous development of the area, the surface water drainage
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:29: is likely to be highly modified, and there are culverted surface waters and below ground drainage present
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:39: Surface water drainage from buildings discharged to the storm water system to Knitting Wife Beck
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:62: Infrastructure including tramways, and previous drainage was truncated. The Coatham Iron Works was
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:62: area possibly related to the annotated ‘Marsh Hills and ancient salt hills’. A series of drainage channels
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:66: amendment to the surface water drainage channels. Redevelopment included water coolers and a water
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:66: the area, the drainage pattern has been amended. This includes ‘The Mill Race’ that flows in a northerly
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:76: crossed by drainage channels and comprised marsh and ancient salt hills at that time. The former
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:90: drainage for a wider industrial area, establishing a true causal relationship between site derived
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:96: (maintenance) and utility assets. The installation of positive drainage and a
R-2019-0427-FFM-Management and Maintenance Plan v2.PDF:1: P:\Projects\41825 South Tees DC Remediation Support\D Design_Technical\03 FRA and Drainage\1. Surface Water Management\Management and
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:1: Flood Risk Assessment and Drainage Strategy
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:2:design_technical\03 fra and drainage\1. surface water Document revisions
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:2: Drainage Strategy
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:2: PO1 Drainage Strategy
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:3:4. Drainage Strategy 15
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:3:4.4 Surface Water Drainage Strategy 19
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:3: Proposed Drainage Systems 20
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:4:7.2 Drainage Strategy 25
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:4: Appendix B Greenfield MicroDrainage Results
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:4: Appendix C Proposed MicroDrainage Results
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:5:Assessment and Drainage Strategy (FRS & DS) relating to the six storage mound sites in which STDC intend
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:5:The outline flood risk assessment and drainage strategy has been developed based on information available
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:6:simple models created to establish the baseline drainage requirements for the development proposals for all
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:6: To provide outline design and sizing of collection and drainage attenuation systems (SUDS);
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:6: To define a drainage maintenance and management plan, which will set out the tasks,
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:6: To provide appropriate drainage details in-order to updated drawings to support the planning
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:13:be managed via a temporary drainage system that will ensure that surface water flood risk to adjacent areas
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:13:is not increased. This is described further within the proposed surface water drainage strategies in Section
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:13:addition, during the site visit on the 24 May 2019 no existing manholes or other drainage Infrastructure was
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:14:runoff rates from them, potentially resulting in an increase in downstream flood risk. Drainage strategies
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:14:development will be avoided on land within Flood Zone 2. Drainage requirements for future use of the
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:15:4. Drainage Strategy
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:15:This main focus of the Drainage Strategy section of this report is on the managing surface water runoff from
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:15:increase in ground levels of no more than 500mm will not materially affect existing drainage regimes or
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:15:The approach of this drainage strategy is to firstly undertake a high-level assessment of the existing or
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:15:baseline drainage regimes for the areas where the six storage mounds are to be located. This was done
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:15:agreement with the LLFA. The modelling of the theoretical Greenfield rates, as well as the proposed drainage
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:15:systems, has been undertaken using Innovyze MicroDrainage Version 2018.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:15:flows to the agreed rates using MicroDrainage software.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:15:six storage mounds sites. Two drainage catchments were identified, one covering the Grangetown Prairie
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:15:For the baseline conditions and as a conservative assumption, representation of any subsurface drainage
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:19:4.4 Surface Water Drainage Strategy
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:19: Drainage ditches will to be designed to contain the 3.33%AEP event (i.e. 1 in 30 year return
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:20:Proposed Drainage Systems
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:20:Details of the proposed drainage system for each of the six storage mounds along with agreed discharge
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:20:1C comprise the provision of a drainage ditch around the perimeter of each mound. These will gravitate
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:20:comprises the provision of a drainage ditch around the perimeter of the mound. These will gravitate flows to
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:21:comprise the provision of a drainage ditch around the perimeter of the mound. Due to local levels it is
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:21:comprise the provision of a drainage ditch around the perimeter of the mound. These will gravitate flows to
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:21:For both Warrenby 3A and 3B model results show that minor flooding occurs from the drainage ditches
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:22: If any additional temporary drainage is required in-order to channel any surface water into
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:24: Operation and maintenance of the drainage system, storage and settlement ponds; and,
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:24:drainage Infrastructure proposed within the site. This plan documents the tasks, frequency and methodology
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:24:level of service for current and future uses of the site. This will include both traditional drainage
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:24:The key pieces of drainage Infrastructure identified include the following:
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:24: Drainage ditches;;
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:25:This Flood Risk Assessment and Drainage Strategy (FRA & DS) has been produced to support the STDC
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:25: to be managed via a drainage system that will ensure that surface water flood risk to
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:25:7.2 Drainage Strategy
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:25:A drainage system comprising of ditches and pipes will be provided to collect runoff from the storage
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:26:of no more than 500mm will result in minor alteration of the existing drainage regimes. It is intended that
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:26:these increases will be adequately managed through the provision of future surface water drainage as to not
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:26:Drainage Strategy. This plan documents the tasks, frequency and methodology required to ensure that the
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:28:Greenfield MicroDrainage Results
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:29:Proposed MicroDrainage Results
R-2019-0427-FFM-R 2019 0427 FFM 8 8 2019.pdf:1:drainage strategy (June 2019, wood) and consistent with the layout identified in STDC-
R-2019-0427-FFM-R 2019 0427 FFM 8 8 2019.pdf:2:© risk of detrimental impact on drainage.
R-2019-0427-FFM-R 2019 0427 FFM 8 8 2019.pdf:3:The Flood Risk Assessment and Drainage strategy, Section 5 Sediment Management,
R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:44: changes to drainage or excavations take place.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:23: sub-surface drainage systems.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:27: feature is present in the south west Given the previous development of the area, the surface water drainage
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:27: is likely to be highly modified, and there are culverted surface waters and below ground drainage present
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:37: Surface water drainage from buildings discharged to the storm water system to Knitting Wife Beck
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:60: Infrastructure including tramways, and previous drainage was truncated. The Coatham Iron Works was
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:60: area possibly related to the annotated ‘Marsh Hills and ancient salt hills’. A series of drainage channels
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:64: amendment to the surface water drainage channels. Redevelopment included water coolers and a water
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:64: the area, the drainage pattern has been amended. This includes ‘The Mill Race’ that flows in a northerly
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:74: crossed by drainage channels, and comprised marsh and ancient salt hills at that time. The former
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:88: drainage for a wider industrial area, establishing a true causal relationship between site derived
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:94: The installation of positive drainage and a
R-2021-0473-ESM-Officer Report 0473.pdf:5: The impacts on drainage
R-2021-0473-ESM-Officer Report 0473.pdf:9:The impacts on drainage
R-2021-0473-ESM-Officer Report 0473.pdf:9:Matters relating to both foul and surface water drainage were considered in
R-2021-0473-ESM-Officer Report 0473.pdf:9:solution to drainage matters can be designed and submitted to the Local
R-2021-0473-ESM-Officer Report 0473.pdf:9:conditions, not considered to have an adverse impact on drainage matters.
R-2021-0473-ESM-Officer Report 0473.pdf:11:Technical matters relating to drainage, contamination/nuisance, highways and
R-2021-0473-ESM-NETWORK RAIL 0473.pdf:1:boundary, drainage works, or schemes in proximity to railway tunnels (including tunnel shafts) please email
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-NWL comments.pdf:1:The developer should develop their surface water drainage solution by working through the Hierarchy
R-2021-0473-ESM-LM Wind ES Compliance Statement 26.05.21.pdf:7: • North East by the Lackenby Channel drainage cut and gas pipelines, forming part of the
R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:12: channel and drainage, as well as for pumping, power and
R-2021-0676-FF-SembcorpObjectionLetter_FINAL.PDF:13: the applicable water level, and is the drainage designed just to
R-2021-0676-FF-Covering Letter 09.07.21.pdf:2:underlying drift deposits and/or the effect of sub-surface drainage systems/obstructions.
R-2021-0676-FF-ApplicationFormRedacted.pdf:4: Sustainable drainage system
R-2021-0676-FF-ApplicationFormRedacted.pdf:4:Are you proposing to connect to the existing drainage system? Yes No Unknown
R-2021-0624-NM-ApplicationFormRedacted.pdf:1:-North East by the Lackenby Channel drainage cut and gas pipelines, forming part of the Sembcorp utilities corridor;
R-2021-0624-NM-Decision Notice 0357.pdf:5: installation of the approved surface water drainage Infrastructure.
R-2021-0624-NM-Decision Notice 0357.pdf:5: installation of the approved surface water or foul drainage Infrastructure.
R-2021-0534-FF-ApplicationFormRedacted.pdf:4: Sustainable drainage system
R-2021-0534-FF-ApplicationFormRedacted.pdf:5:Are you proposing to connect to the existing drainage system? Yes No Unknown
R-2022-0475-NM-ApplicationFormRedacted.pdf:2: - North East by the Lackenby Channel drainage cut and gas pipelines, forming part of the Sembcorp utilities corridor;
R-2022-0242-FF-ApplicationFormRedacted.pdf:7: Sustainable drainage system
R-2022-0242-FF-ApplicationFormRedacted.pdf:8:Are you proposing to connect to the existing drainage system?
R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0301-A1-C01-South_Bank_Details_Sheet_1_of_4.pdf:1: South Bank Arterial Drainage
R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0303-A1-C01-South_Bank_Details_Sheet_3_of_4.pdf:1: South Bank Arterial Drainage
R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0003-A1-C02-South_Bank_General_Arrangement_High_Tip_North.pdf:1: South Bank Arterial Drainage
R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0203-A1-C02-South_Bank_Cross_Sections_Sheet_3_of_3.pdf:1: South Bank Arterial Drainage
R-2022-0186-CD-61586 Discharge of Condition 13, Southbank 24.02.22.pdf:1:drainage Infrastructure.”
R-2022-0186-CD-NWL.pdf:1:I can confirm that the drainage plans submitted are satisfactory to Northumbrian Water, as no
R-2022-0186-CD-NWL.pdf:1:drainage matters, should also be consulted regarding the discharge of any drainage conditions, as
R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0103-A1-C01-South_Bank_Long_Section_Sheet_3_of_4.pdf:1: 8.00 South Bank Arterial Drainage
R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0104-A1-C01-South_Bank_Long_Section_Sheet_4_of_4.pdf:1: 5.00 South Bank Arterial Drainage
R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0302-A1-C02-South_Bank_Details_Sheet_2_of_4.pdf:1: South Bank Arterial Drainage
R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0304-A1-C01-South_Bank_Details_Sheet_4_of_4.pdf:1: DRAINAGE DRAINAGE AND 1m HIGH KEE 1 TW-SIZ-XX-JBAU-SB-00-DR-C-0002-Holme_Beck_General_Arrangement_High_Tip_West
R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0304-A1-C01-South_Bank_Details_Sheet_4_of_4.pdf:1: AS STATED BY MANUFACTURER, South Bank Arterial Drainage
R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0202-A1-C02-South_Bank_Cross_Sections_Sheet_2_of_3.pdf:1: South Bank Arterial Drainage
R-2022-0186-CD-R 2020 0357 OOM Decision Notice.pdf:5: installation of the approved surface water drainage Infrastructure.
R-2022-0186-CD-R 2020 0357 OOM Decision Notice.pdf:5: installation of the approved surface water or foul drainage Infrastructure.
R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0201-A1-C01-South_Bank_Cross_Sections_Sheet_1_of_3.pdf:1: 1:100yr South Bank Arterial Drainage
R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0004-A1-C02-South_Bank_General_Arrangement_Inner_Tidal_Channel.pdf:1: South Bank Arterial Drainage
R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0001-A1-C02-South_Bank_Key_Plan.pdf:1: South Bank Arterial Drainage
R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0101-A1-C01-South_Bank_Long_Section_Sheet_1_of_4.pdf:1: 9.00 South Bank Arterial Drainage
R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0002-A1-C02-South_Bank_General_Arrangement_High_Tip_West.pdf:1: South Bank Arterial Drainage
R-2022-0186-CD-COMPLIANCE OFFICER REPORT.pdf:1:installation of the approved surface water or foul drainage Infrastructure.
R-2022-0186-CD-COMPLIANCE OFFICER REPORT.pdf:2:I can confirm that the drainage plans submitted are satisfactory to Northumbrian
R-2022-0186-CD-COMPLIANCE OFFICER REPORT.pdf:2:flood risk and drainage matters, should also be consulted regarding the discharge of
R-2022-0186-CD-COMPLIANCE OFFICER REPORT.pdf:2:any drainage conditions, as the requirements of the Lead Local Flood Authority may
R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0102-A1-C01-South_Bank_Long_Section_Sheet_2_of_4.pdf:1: 8.00 South Bank Arterial Drainage
R-2022-0186-CD-COMPLIANCE DECISION NOTICE.pdf:2: installation of the approved surface water or foul drainage Infrastructure.
R-2021-0166-FFM-Application Form 0166.pdf:5:connect to the existing drainage system? Yes No watercourse (e.g. river, stream or beck)? Yes No
R-2021-0166-FFM-Application Form 0166.pdf:5: Sustainable drainage system Existing watercourse
R-2021-0166-FFM-Officer Report 0166.pdf:4:component of the CPEMP to provide temporary drainage facilities and
R-2021-0166-FFM-Officer Report 0166.pdf:4:treated via a drainage silt trap / settlement tank, or similar, to remove solids
R-2021-0166-FFM-Officer Report 0166.pdf:4:The LLFA would wish to approve the drainage element of the CPEMP and
R-2021-0166-FFM-Officer Report 0166.pdf:11:their implementation there are not drainage issues from the development.
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:14:such as rising groundwater levels, increased rainwater infiltration or leaking water/drainage pipes. It is
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:19:or future leaking water pipes and/or drainage) could result in an event occurring post development that could
R-2021-0166-FFM-Ground Remediation Options Report.pdf:22:and suitable drainage to collect and dispose of waters. Validation testing of these areas will be undertaken to
R-2021-0166-FFM-Ground Remediation Options Report.pdf:23:drainage under discharge consent, via on site treatment and discharge to foul drainage under consent, or by
R-2021-0166-FFM-Ground Remediation Options Report.pdf:27:provide temporary drainage facilities and protection measures (such as silt fences) as necessary to ensure the
R-2021-0166-FFM-Ground Remediation Options Report.pdf:27:Surface water and other water generated as part of the Works shall be monitored and treated via a drainage
R-2021-0166-FFM-Ground Remediation Options Report.pdf:28: • Surface water drainage
R-2021-0166-FFM-Ground Remediation Options Report.pdf:29: infiltration or disposal under consent to foul drainage network.
R-2021-0166-FFM-LLFA 0166.pdf:1:temporary drainage facilities and protection measures (such as silt fences) as necessary to ensure the site, the
R-2021-0166-FFM-LLFA 0166.pdf:1:Surface water and other water generated as part of the Works shall be monitored and treated via a drainage silt trap
R-2021-0166-FFM-LLFA 0166.pdf:1:The LLFA would wish to approve the drainage element of the CPEMP and would wish for a condition accordingly.
R-2022-0494-FFM-Desk Based Heritage Assessment.pdf:10:5.3.13 The Mill Race (HER 5716) is a drainage channel shown on 19th century maps, wriggling its way to
R-2022-0494-FFM-OFFICER REPORT.pdf:12:their implementation there are not drainage issues from the development.
R-2022-0494-FFM-OFFICER REPORT.pdf:14: approved details relating to works involving drainage matters.
R-2022-0494-FFM-NETWORK RAIL.pdf:1:machinery, haulage routes, drainage and boundary treatments. It may be necessary for the developer to enter into a
R-2022-0494-FFM-NETWORK RAIL.pdf:2:boundary, drainage works, or schemes in proximity to railway tunnels (including tunnel shafts) please email
R-2022-0494-FFM-DECISION NOTICE.pdf:2: approved details relating to works involving drainage matters.
R-2022-0494-FFM-19293141_1.pdf:4:3.3 Surface Water and Drainage Management 35
R-2022-0494-FFM-19293141_1.pdf:6:DPLBAR Index describing catchment size and drainage path configuration
R-2022-0494-FFM-19293141_1.pdf:6:DPSBAR FEH index of mean drainage path slope
R-2022-0494-FFM-19293141_1.pdf:7: assessment of water management and flooding, as well as examining drainage and
R-2022-0494-FFM-19293141_1.pdf:18: exceedance in drainage capacity.
R-2022-0494-FFM-19293141_1.pdf:19: With respect to surface water flood risk mapping and design of drainage systems (including
R-2022-0494-FFM-19293141_1.pdf:21:12 JBA Consulting (2020) Phase 2: Strategic Flood Risk Assessment and Drainage Strategy.
R-2022-0494-FFM-19293141_1.pdf:23:17 Email from Nigel Hill, Drainage & Flood Risk Manager of Council flood team, received 30 January 2020
R-2022-0494-FFM-19293141_1.pdf:24: surface water drainage systems or infiltration into the ground. A value of 70-75%
R-2022-0494-FFM-19293141_1.pdf:34: opportunity to regrade the ground and provide positive overland flow paths to drainage
R-2022-0494-FFM-19293141_1.pdf:36: stage of the planning process in relation to the drainage design and this will further identify
R-2022-0494-FFM-19293141_1.pdf:36:3.3 Surface Water and Drainage Management
R-2022-0494-FFM-19293141_1.pdf:36: the information about the site a drainage strategy has been devised using blue-green
R-2022-0494-FFM-19293141_1.pdf:36: Blue-green Infrastructure is of importance within the drainage strategy and forms a key
R-2022-0494-FFM-19293141_1.pdf:36: part of delivering a sustainable eco-industrial park. The preliminary drainage strategy has
R-2022-0494-FFM-19293141_1.pdf:36: been created by analysing the overland flow paths, drainage catchments, topography and
R-2022-0494-FFM-19293141_1.pdf:37: increase flood risk; or adversely affect land drainage and work on or near main rivers
R-2022-0494-FFM-19293141_1.pdf:37: advise contacting the local council or internal drainage board to check if land drainage
R-2022-0494-FFM-19293141_1.pdf:38: of a sustainable drainage strategy and aspiration for blue-green networks will create flow
R-2022-0494-FFM-ApplicationFormRedacted.pdf:6: Sustainable drainage system
R-2022-0494-FFM-ApplicationFormRedacted.pdf:7:Are you proposing to connect to the existing drainage system?
R-2020-0281-PND-officer report 0281.pdf:2:13 The site drainage interceptor will be inspected, emptied and cleaned prior
R-2020-0281-PND-officer report 0281.pdf:2:to commencing works. Drainage points will be managed throughout the works
R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF:5:Any drainage outlets or interceptors to be capped by the client on completion of the works.
R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF:8:The site drainage interceptor is to be inspected, emptied and cleaned prior to commencing works. Drainage
R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF:8:are to be capped as required and the drainage inspector decommissioned
R-2022-0205-SC-Screening Opinion Response.pdf:3:The sub-structure of the Pump Chamber would be left in situ; however drainage holes
R-2022-0205-SC-Screening Opinion Report.pdf:4:The sub-structure of the Pump Chamber would be left in situ; however drainage holes
R-2022-0205-SC-Screening Opinion Report.pdf:8:The sub-structure of the Pump Chamber would be left in situ; however drainage holes
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:4:4.6 Flood Risk and Drainage 28
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:5: Flood Risk & Drainage 33
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:18: The sub-structure of the Pump Chamber would be left in situ; however drainage holes
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:28:4.6 Flood Risk and Drainage
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:33:Flood Risk & Drainage
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:33: significant effect on the environment as a result of flooding or drainage issues.
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:43: (sinks, showers), deck drainage and bilge water), each requiring appropriate handling
R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:71: required and therefore drainage
R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:71: therefore drainage system likely to
R-2021-1048-FFM-EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.PDF:36:1309 Monument COWPEN MARSH A shell midden identified within a drainage cut. Tentatively dated to the Bronze Age. Prehistoric
R-2021-1048-FFM-EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.PDF:54:4806 Monument SIR WILLIAM TURNERS During drainage works in March 2001 on the north side of Sir William Turners hospital, excavations 18th century
R-2021-1048-FFM-EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.PDF:55:4811 Find Spot WILTON A medieval ring mount was discovered whilst digging a drainage ditch at St. Cuthbert's Church, Wilton Early Medieval
R-2021-1048-FFM-EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.PDF:62:5716 Monument THE MILL RACE O.S. 1857 map shows what is probably a drainage channel running north from mains dike 19th century
R-2021-1048-FFM-EN010103-001132-NZT DCO 6.4.43 ES Vol III Appendix 18B Cultural Heritage Gazetter.PDF:62: O.S. 1895 shows ‘The Mill Race’ may still survive, shown as a drainage channel or ditch on modern
R-2021-1048-FFM-Officer Report 1048.pdf:3:application documents. Should the drainage proposal change for this
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:3: drainage system must be designed and constructed so surface water discharged does not
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:16: • Drainage
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:17:and discharged to foul drainage under consent, or tankered off site. Is this
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:18: • Drainage
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:113:drainage systems are typically built to cope with rainfall events between 1 in 20 and 1 in 30 years, though
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:159:soil, and by seasonal changes in the soil moisture content (related to rainfall and local drainage).
R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:9:and discharged to foul drainage under consent, or tankered off site. Is this
R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:10: • Drainage
R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_010722.pdf:5: • Drainage
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:9:drainage Infrastructure and unsightly deposits in watercourses. Slags are also characterised by elevated
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:28:This process will have likely required considerable dust suppression, the treatment/drainage system for
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:35:precipitates). This can be mobilised in surface and groundwater leading to damage to drainage
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:37: to damage to drainage Infrastructure and slag.
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:65: Surface water runoff in to drainage
R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:4:3.3 Surface Water and Drainage Management 31
R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:6:DPLBAR Index describing catchment size and drainage path configuration
R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:6:DPSBAR FEH index of mean drainage path slope
R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:9: confluence with The Fleet: an unnamed drainage channel and The Mill Race watercourse.
R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:10: drainage.
R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:19: exceedance in drainage capacity.
R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:20: With respect to surface water flood risk mapping and design of drainage systems (including
R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:21: vicinity of the springs and down gradient where surface water drainage channels may not be
R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:22: Within the site boundary, two drainage pipes are located within the northern site boundary.
R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:24:18 Email from Nigel Hill, Drainage & Flood Risk Manager of Council flood team, received 30 January 2020
R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:26: surface water drainage systems or infiltration into the ground. A value of 70-75%
R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:34: drainage design and to analyse the flood risk from the surface water and in relation to The
R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:35: to regrade the ground and provide positive overland flow paths to drainage channels where
R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:37:3.3 Surface Water and Drainage Management
R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:37: controlled using temporary drainage. In addition, measures will be included to reduce the
R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:38: increase flood risk; or adversely affect land drainage and work on or near main rivers
R-2021-1048-FFM-TW-SIZ-XX-JBAU-00-00-RP-EN-0001-S1-P02-NZT_FRA.pdf:38: advise contacting the local council or internal drainage board to check if land drainage
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:105:drainage systems are typically built to cope with rainfall events between 1 in 20 and 1 in 30 years, though
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:151:soil, and by seasonal changes in the soil moisture content (related to rainfall and local drainage).
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:27:surfaces with covers and suitable drainage to collect and dispose of waters. Validation testing of these
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:28:disposal, either via direct disposal to public foul drainage under discharge consent, via on site treatment
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:28:and discharge to public foul drainage under consent, or by tankerage and disposal from site.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:34:CEMP to provide temporary drainage facilities and protection measures (such as silt fences) as
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:35: • Surface water drainage
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:36: disposal, re-infiltration or disposal under consent to foul drainage network;
R-2021-1048-FFM-NWL 1048.pdf:1:are proposed in the application documents. Should the drainage proposal change for this application,
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1305:testing downtime, to verify drainage conditions or during temperature stabilisation pauses. These
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1309:respectively, however, to account for uncertainty in the SBT correlation with drainage behaviour,
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1319:drainage characteristics.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1320:mitigate the uncertainty in the SBT correlation with drainage behaviour, all parameters are
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1320:Piezocone dynamic pore pressure and dissipation tests may be used to identify drainage
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1327:PC: Partial consolidation/drainage during penetration is significant (t50 < 35 s) - cvh is lower bound
R-2021-1048-FFM-ApplicationFormRedacted.pdf:4: Sustainable drainage system
R-2021-1048-FFM-ApplicationFormRedacted.pdf:4:Are you proposing to connect to the existing drainage system? Yes No Unknown
R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:9:drainage Infrastructure and unsightly deposits in watercourses. Slags are also characterised by elevated
R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:43:precipitates). This can be mobilised in surface and groundwater leading to damage to drainage
R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:46: leading to damage to drainage the presence of slag.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:105:drainage systems are typically built to cope with rainfall events between 1 in 20 and 1 in 30 years, though
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:151:soil, and by seasonal changes in the soil moisture content (related to rainfall and local drainage).
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:27:surfaces with covers and suitable drainage to collect and dispose of waters. Validation testing of these
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:28:disposal, either via direct disposal to public foul drainage under discharge consent, via on site treatment
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:28:and discharge to public foul drainage under consent, or by tankerage and disposal from site.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:35:CEMP to provide temporary drainage facilities and protection measures (such as silt fences) as
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:37: • Surface water drainage
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:38: disposal, re-infiltration or disposal under consent to foul drainage network;
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:55:groundwater leading to damage to drainage Infrastructure and unsightly deposits in watercourses. It
R-2021-0878-ESM-ApplicationFormRedacted.pdf:1:* North East by Lackenby Channel drainage cut an gas pipelines, forming part of the Sembcorp utilities corridor;
R-2021-0878-ESM-Reserved Matters - Design and Access Statement(1).pdf:1: • North East by Lackenby Channel drainage cut and gas pipelines, forming part of the
R-2021-0878-ESM-Officer Report 0878.pdf:4: The impacts on drainage
R-2021-0878-ESM-Officer Report 0878.pdf:6:The impacts on drainage
R-2021-0878-ESM-Officer Report 0878.pdf:6:Matters relating to both foul and surface water drainage were considered in
R-2021-0878-ESM-Officer Report 0878.pdf:7:solution to drainage matters can be designed and submitted to the Local
R-2021-0878-ESM-Officer Report 0878.pdf:7:conditions, not considered to have an adverse impact on drainage matters.
R-2021-0878-ESM-Officer Report 0878.pdf:9:Technical matters relating to drainage, contamination/nuisance, highways and
R-2021-0269-CD-Decision Notice.pdf:5: installation of the approved surface water drainage Infrastructure.
R-2021-0269-CD-Decision Notice.pdf:5: installation of the approved surface water or foul drainage Infrastructure.
R-2021-0269-CD-ApplicationFormRedacted.pdf:1:•North East by the Lackenby Channel drainage cut and gas pipelines, forming part of the Sembcorp utilities corridor;
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part3.pdf:41: at c.0.10m BGL … base of concrete drainage channel.
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part3.pdf:41:1.60 J6 at c.0.50m BGL … top of covered drainage channel.
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:221: at c.0.10m BGL … base of concrete drainage channel.
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:221:1.60 J6 at c.0.50m BGL … top of covered drainage channel.
R-2021-0100-CD-Phase II ESA.pdf:200: at c.0.10m BGL … base of concrete drainage channel.
R-2021-0100-CD-Phase II ESA.pdf:200:1.30 PID <0.1ppm at c.0.50m BGL … top of covered drainage channel.
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:13: o Present services (including drainage); and,
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:17: and/or groundwater. associated drainage any confined spaces as part of the design and therefore there
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:36: and/or groundwater. associated drainage design and therefore unlikely to be any build of ground gases.
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:49: Drainage design may need to change, and regime. Design accordingly.
R-2021-0067-CD-Jan 20212366 CEMP Metals Recovery Processing Area.pdf:16: • Water quality and drainage;
R-2021-0067-CD-Jan 20212366 CEMP Metals Recovery Processing Area.pdf:18:associated sediment transport from runoff and subsequently drainage during site activities:
R-2021-0067-CD-Jan 20212366 CEMP Metals Recovery Processing Area.pdf:18: o Locate all drainage systems on site, mark and protect.
R-2021-0067-CD-Jan 20212366 CEMP Metals Recovery Processing Area.pdf:18: o Ensure Excavation works do not impact on drainage systems.
R-2021-0067-CD-Jan 20212366 CEMP Metals Recovery Processing Area.pdf:19: • PPG3 Use and design of oil separators in surface water drainage systems: provides
R-2021-0067-CD-Jan 20212366 CEMP Metals Recovery Processing Area.pdf:26: • the creation of temporary drainage networks (e.g. temporary connection into combined
R-2021-0067-CD-Jan 20212366 CEMP Metals Recovery Processing Area.pdf:26: drainage system;
R-2021-0067-CD-Jan 20212366 CEMP Metals Recovery Processing Area.pdf:26: • control of drainage rate to ensure runoff does not exceed the agreed discharge rates.
R-2022-0050-FFM-ApplicationFormRedacted.pdf:4: Sustainable drainage system
R-2022-0050-FFM-ApplicationFormRedacted.pdf:5:Are you proposing to connect to the existing drainage system? Yes No Unknown
R-2022-0050-FFM-63262_01 Steel House FRA Feb 2022.PDF:2: Figure 2 Proposed Drainage Strategy
R-2022-0050-FFM-63262_01 Steel House FRA Feb 2022.PDF:2:4.2 The above extract sets out some principles that a detailed drainage strategy could follow. The
R-2022-0050-FFM-0050 Off Rep.pdf:4: The impacts on drainage
R-2022-0050-FFM-0050 Off Rep.pdf:7:The impacts on drainage
R-2022-0050-FFM-0050 Off Rep.pdf:7:impact on drainage matters. The application therefore accords with Policy
R-2022-0050-FFM-0050 Off Rep.pdf:8:Technical matters relating to drainage, contamination/nuisance and highways
R-2021-0753-FFM-ApplicationFormRedacted.pdf:4: Sustainable drainage system
R-2021-0753-FFM-ApplicationFormRedacted.pdf:5:Are you proposing to connect to the existing drainage system? Yes No Unknown
R-2021-0753-FFM-Officer Report 0753.pdf:1: Flood risk assessment and drainage strategy
R-2021-0753-FFM-Officer Report 0753.pdf:3:The LLFA would offer no objection to the proposed drainage system as
R-2021-0753-FFM-Officer Report 0753.pdf:3:Drainage Strategy.
R-2021-0753-FFM-Officer Report 0753.pdf:4: The impacts on drainage
R-2021-0753-FFM-Officer Report 0753.pdf:6:The impacts on drainage
R-2021-0753-FFM-Officer Report 0753.pdf:6:Drainage Strategy, prepared by Wood, dated June 2019, with other
R-2021-0753-FFM-Officer Report 0753.pdf:7:Technical matters relating to drainage, contamination/nuisance and highways
R-2021-0753-FFM-Officer Report 0753.pdf:7: with the Flood Risk Assessment and Drainage Strategy (Wood) (June
R-2021-0753-FFM-63262 02 Free Port - Drainage Info Final 01.02.22.pdf:1:drainage information to supplement an application that is currently being considered by the Council under
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:13:The Wood “Flood Risk Assessment and Drainage Strategy Flood Risk Assessment and Drainage
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:21:surfaces with covers and suitable drainage to collect and dispose of waters. Validation testing of these
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:22:disposal, either via direct disposal to site foul drainage under discharge consent, via on site treatment
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:22:and discharge to foul drainage under consent, or by tankerage and disposal from site.
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:28:CEMP to provide temporary drainage facilities and protection measures (such as silt fences) as
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:30: • Surface water drainage
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:31: disposal, re-infiltration or disposal under consent to foul drainage network.
R-2021-0753-FFM-Teesworks Freeport - Cover Letter 18.08.21.pdf:2:Flood Risk and Drainage
R-2021-0753-FFM-Teesworks Freeport - Cover Letter 18.08.21.pdf:3:The Wood “Flood Risk Assessment and Drainage Strategy Flood Risk Assessment and Drainage Strategy”
R-2021-0753-FFM-Teesworks Freeport - Cover Letter 18.08.21.pdf:3:• Flood Risk Assessment and Drainage Strategy Flood Risk Assessment and Drainage Strategy (ref: 41825-
R-2021-0753-FFM-Decision Notice 0753.pdf:1: the Flood Risk Assessment and Drainage Strategy (Wood) (June 2019) unless
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:1: Flood Risk Assessment and Drainage Strategy
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:3:4. Drainage Strategy 15
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:3:4.4 Surface Water Drainage Strategy 19
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:3: Proposed Drainage Systems 20
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:4:7.2 Drainage Strategy 25
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:4: Appendix B Greenfield MicroDrainage Results
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:4: Appendix C Proposed MicroDrainage Results
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:5:Assessment and Drainage Strategy (FRS & DS) relating to the six storage mound sites in which STDC intend
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:5:The outline flood risk assessment and drainage strategy has been developed based on information available
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:6:simple models created to establish the baseline drainage requirements for the development proposals for all
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:6: To provide outline design and sizing of collection and drainage attenuation systems (SUDS);
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:6: To define a drainage maintenance and management plan, which will set out the tasks,
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:6: To provide appropriate drainage details in-order to updated drawings to support the planning
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:13:be managed via a temporary drainage system that will ensure that surface water flood risk to adjacent areas
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:13:is not increased. This is described further within the proposed surface water drainage strategies in Section
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:13:addition, during the site visit on the 24 May 2019 no existing manholes or other drainage Infrastructure was
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:14:runoff rates from them, potentially resulting in an increase in downstream flood risk. Drainage strategies
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:14:development will be avoided on land within Flood Zone 2. Drainage requirements for future use of the
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:15:4. Drainage Strategy
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:15:This main focus of the Drainage Strategy section of this report is on the managing surface water runoff from
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:15:increase in ground levels of no more than 500mm will not materially affect existing drainage regimes or
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:15:The approach of this drainage strategy is to firstly undertake a high-level assessment of the existing or
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:15:baseline drainage regimes for the areas where the six storage mounds are to be located. This was done
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:15:agreement with the LLFA. The modelling of the theoretical Greenfield rates, as well as the proposed drainage
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:15:systems, has been undertaken using Innovyze MicroDrainage Version 2018.
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:15:flows to the agreed rates using MicroDrainage software.
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:15:six storage mounds sites. Two drainage catchments were identified, one covering the Grangetown Prairie
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:15:For the baseline conditions and as a conservative assumption, representation of any subsurface drainage
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:19:4.4 Surface Water Drainage Strategy
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:19: Drainage ditches will to be designed to contain the 3.33%AEP event (i.e. 1 in 30 year return
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:20:Proposed Drainage Systems
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:20:Details of the proposed drainage system for each of the six storage mounds along with agreed discharge
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:20:1C comprise the provision of a drainage ditch around the perimeter of each mound. These will gravitate
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:20:comprises the provision of a drainage ditch around the perimeter of the mound. These will gravitate flows to
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:21:comprise the provision of a drainage ditch around the perimeter of the mound. Due to local levels it is
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:21:comprise the provision of a drainage ditch around the perimeter of the mound. These will gravitate flows to
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:21:For both Warrenby 3A and 3B model results show that minor flooding occurs from the drainage ditches
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:22: If any additional temporary drainage is required in-order to channel any surface water into
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:24: Operation and maintenance of the drainage system, storage and settlement ponds; and,
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:24:drainage Infrastructure proposed within the site. This plan documents the tasks, frequency and methodology
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:24:level of service for current and future uses of the site. This will include both traditional drainage
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:24:The key pieces of drainage Infrastructure identified include the following:
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:24: Drainage ditches;;
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:25:This Flood Risk Assessment and Drainage Strategy (FRA & DS) has been produced to support the STDC
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:25: to be managed via a drainage system that will ensure that surface water flood risk to
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:25:7.2 Drainage Strategy
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:25:A drainage system comprising of ditches and pipes will be provided to collect runoff from the storage
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:26:of no more than 500mm will result in minor alteration of the existing drainage regimes. It is intended that
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:26:these increases will be adequately managed through the provision of future surface water drainage as to not
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:26:Drainage Strategy. This plan documents the tasks, frequency and methodology required to ensure that the
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:28:Greenfield MicroDrainage Results
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:29:Proposed MicroDrainage Results
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:27: sub-surface drainage systems.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:31: feature is present in the south west Given the previous development of the area, the surface water drainage
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:31: is likely to be highly modified, and there are culverted surface waters and below ground drainage present
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:41: Surface water drainage from buildings discharged to the storm water system to Knitting Wife Beck
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:64: Infrastructure including tramways, and previous drainage was truncated. The Coatham Iron Works was
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:64: area possibly related to the annotated ‘Marsh Hills and ancient salt hills’. A series of drainage channels
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:68: amendment to the surface water drainage channels. Redevelopment included water coolers and a water
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:68: the area, the drainage pattern has been amended. This includes ‘The Mill Race’ that flows in a northerly
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:78: crossed by drainage channels and comprised marsh and ancient salt hills at that time. The former
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:92: drainage for a wider industrial area, establishing a true causal relationship between site derived
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:98: (maintenance) and utility assets. The installation of positive drainage and a
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:119:drainage strategy (June 2019, wood) and consistent with the layout identified in STDC-
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:120:© risk of detrimental impact on drainage.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:121:The Flood Risk Assessment and Drainage strategy, Section 5 Sediment Management,
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:331:drainage Infrastructure and unsightly deposits in watercourses. Slags are also characterised by elevated
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:340: drainage and roadways
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:341: Dorman Long – South CO879 (Rev D) Mar 1955 (Rev. Details of drainage of
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:341: Drainage to Plant vale pits, deep
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:341: H July 1957) drainage system
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:341: products – drainage system
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:342: Drainage – Detailed (Rev. D Sep surface drainage
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:342: water drainage for details of underground
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:345: Surface Drainage at By‐ A‐85879 British Steel Corporation May 1975 Details of surface
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:345: Products Plant drainage around the
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:354:A culverted, unnamed drainage cut is located 340m east of the site. It flows towards the northwest,
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:364:these are redundant. Details of surface water drainage are given on Drawing A‐85879.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:365:was demolished during the late 1950’s. Drawing A39456 details the drainage of the SBCO including
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:366:surface drainage around the plant, and shows that some of the drainage system and cables run
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:367:Drawing CO5969 details the layout of the central area, including drainage and electricity trenches, of the
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:367:Drawings CO879, CO880, CO10057 and CO4535 detail the drainage associated with the By‐products
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:373: discharges – site drainage Effective Sabic UK Petrochemicals Teesport Petrochemicals
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:418:precipitates). This can be mobilised in surface and groundwater leading to damage to drainage
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:422: leading to damage to drainage chemical composition of slag on site.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:601: • avoidance of underground services (gas, electricity, telephone and drainage),
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:638:Figure 2 Site Drainage Plan.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:646: • Avoidance of underground services (gas, electricity, t elephone, drainage,
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:651: drainage trenches installed to contain spills.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:653: drainage systems within the Redcar site apart from Fleet Beck situated in Area 11,
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:655: Fleet Beck part of the site . Surface drainage from
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:698: Warrenby Works, probably influenced by drainage into Fleet Beck (3.5m OD).
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:723: directs drainage to the SLEMS .
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:728: the By -Products system. Drainage received into Area 4, the SLEMS area, flows
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:785: Figure 2 Site Drainage P lan.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:786: CHECKED DATE SITE DRAINAGE PLAN
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:815: • Migration of potential contaminants via permeable strata and site drainage.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:818: influenced by a culvert or other drainage feature beneath the site.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:820: • Migration of potential contaminants via permeable strata and site drainage.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:823: natural surface water features crossing the site. site drainage and discharge
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:824: • Migration of potential contaminants via permeable strata and site drainage.
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:858: receptors (SSSI drainage or sensitive SSSI Limited evidence of contamination ident ified in shallow
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:858: (i.e. land which drainage or i m p a c t soil an d Monitoring data indicates groundwater flow to east towards Corus Low
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:859: receptors (SSSI drainage or sensitive SSSI P o r t i o n o f area located adjacent to SSSI. Elevated copper and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:859: (i.e. land which drainage or impact soil and Area located adjacent to SSSI. Elevated copper and total cyanide
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:859: ( R i v e r 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:860: receptors (SSSI drainage or sensitive SSSI P o r t i o n o f area located adjacent to SSSI. Limited evidence of
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:861: receptors (SSSI drainage or sensitive SSSI Limited evidence of contamination identified in shallow
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:861: receptors (SSSI drainage or sensitive SSSI Limited evidence of contamination identified in shallow
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:863: receptors (SSSI drainage or sensitive SSSI Area located adjacent to SSSI, monitoring data indicates flow to
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:863: (i.e. land which drainage or impact soil and Area located adjacent to Corus retained land. Monitoring dat a
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:864: receptors (SSSI drainage or s e nsitive SSSI Ev i d e n c e o f organic contamination identified in shallow Low
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:865: receptors (SSSI drainage or sensitive SSSI Elevated boron, copper and sulphate detected within groundwater.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:866: receptors (SSSI drainage or sensitive SSSI Limited evidence of contamination identified in shallow
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:867: receptors (SSSI drainage or sensitive SSSI Limited evidence of contamination identified in shallow
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:868: receptors (SSSI drainage or sensitive SSSI Limited evidence of contamination identified in shallow
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:868: receptors (SSSI drainage or sensitive SSSI Limited evidence of contamination identified in shallow
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:869: receptors (SSSI drainage or sensitive SSSI Area adjacent to SSSI, monitoring data indicates flow to east and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:869: (i.e. land which drainage or impact soil and Area located adjacent to Corus retained land. However, limited
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:870: receptors (SSSI drainage or sensitive SSSI Elevated TPH in groundwater in 2 monitoring boreholes. Potential Low
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:870: (i.e. land which drainage or impact soil and Elevated TPH in groundwater in 2 monitoring boreholes. Potential Low
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:873: (i.e. land which drainage or adjacent land values No significant groundwater contamination detected. Groundwater
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:874:(i.e. land which drainage or adjacent land values No groundwater contamination detected and groundwater flow
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:875: (i.e. land which drainage or adjacent land values Groundwater flow direction towards Corus land, but limited
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:875: (i.e. land which drainage or adjacent land values Limited contamination detected. Groundwater flow direction
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: receptors (Tees drainage or sensitive SSSI Limited evidence of contamination identified in shallow
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: receptors (Tees drainage or sensitive SSSI Limited evidence of contamination identified in shallow
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:879: (i.e. land which drainage or adjacent land values Monitoring data indicates groundwater flow to east away from
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:880: receptors (Tees drainage or sensitive SSSI Sulphat e, boron, selenium, copper and cyanide locally elevated in
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:881: receptors (Tees drainage or sensitive SSSI E levated hydrocarbons in groundwater; PAHs, BTEX, GRO, TPH.
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: receptors (Tees drainage or sensitive SSSI Limited evidence of contamination. Possible migration via
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:882: (i.e. land which drainage or adjacent land values Limited evidence of contamination. Monitoring data indicates
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:882: receptors (Tees drainage or
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:883: (i.e. land which drainage or adjacent land val ues Monitoring data indicates groundwater flow to west away from
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:884: receptors (Tees drainage or sensitive SSSI Elevated levels of toxic and phytotoxic metals and organics in
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:884: (i.e. land which drainage or adjacent land values Elevated levels of toxic and phytotoxic metals and organics in
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:885: receptors (Tees drainage or sensitive SSSI Sulphate, boron, selenium, copper and cyanide locally elevated in
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:885: (i.e. land which drainage or adjacent land values Locally high phytotoxic and toxic metals. Possible migration toward
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:886: receptors (Tees drainage or s e n s i t iv e S S S I Locally elevated soil PAHs and BTEX compounds and slightly
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:886: (i.e. land which drainage or adjacent land values Locally elevated soil PAHs and BTEX compounds and slightly
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:887: receptors (Tees drainage or s e nsitive SSSI Elevated levels of sulphate, s u l p h i d e, boron, zinc, and lead
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:887: (i.e. land which drainage or adjacent land values Elevated levels of sulphate, s u l p h i d e, boron, zinc, and lead
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: (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: receptors (Tees drainage or sensitive SSSI Limited evidence of contamination. . Poss ible migration toward
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:889: (i.e. land which drainage or adjacent land values Limited evidence of contamination.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:890: receptors (Tees drainage or sensitive SSSI Limited evidence of contamination Possible migration toward River
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:890: (i.e. land which drainage or adjacent land values Limited evidence of contamination.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:893:deposits andor the effect of sub-surface drainage
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:893:permeable strata and site drainage. Potential
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:895:Soils: soils across Lackenby are characterised by uniformly strata and site drainage. Potential targets include humans i.e
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:895:drainage feature beneath the site. Levels range from
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:898:Soils: The investigation has identified fill material underlying permeable strata and site drainage. Potential targets include
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:18: open drainage channel along the northern
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:23:H4.45 A culverted, unnamed drainage cut is located 340m east of the site. It flows towards the
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:28: bodies are acting as drainage for a wider industrial area, establishing a true causal relationship
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:31: on the site, or during transportation / handling, contamination of local soils, drainage system,
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:36: water run-off would be controlled using appropriate drainage measures and infiltration into the
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:36: ground would be minimised. This will be controlled through an appropriate drainage strategy.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:36:H6.16 Consideration will also be needed to providing temporary drainage throughout the reclamation
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:37: Management and Flooding highlights the need for suitable management of water and drainage,
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:37: soakaways in order to limit mobilisation of contamination. In addition, surface drainage and
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:37: drainage on site that is not directly discharge to the Tees watercourse is proposed to be
R-2020-0357-OOM-NWL 0357.pdf:1:The developer should develop their surface water drainage solution by working through the Hierarchy
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter O - July 2020.pdf:6: A Surface Water Management Plan and Drainage Strategy will
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter O - July 2020.pdf:6: incorporate site wide drainage design. It is anticipated that his will
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter O - July 2020.pdf:10: Flooding Drainage Strategy appropriate to the site to improve the
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter O - July 2020.pdf:10: water management and drainage strategy by reducing the runoff
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter O - July 2020.pdf:10: The above drainage strategy will be developed and it will include
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter O - July 2020.pdf:10: Once the site design and the water management and drainage
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter O - July 2020.pdf:10: replace/improve all existing surface water drainage Infrastructure
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter O - July 2020.pdf:10: possible, new drainage will be designed to current standards with
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter O - July 2020.pdf:14: the site wide drainage design;
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter O - July 2020.pdf:15: will, where possible, be in accordance with the wider STDC drainage strategy for the
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter O - July 2020.pdf:15: and grease, prior to discharge. Once the drainage strategy is known a WFD Assessment will
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:4: drainage, SuDS, Flood Protection Schemes, Flood Risk Assessment,
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:5: Major developments should incorporate sustainable drainage systems unless there
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:5: 2019a) other sustainable drainage systems, removing artificial physical modifications (for
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:6: The Land Drainage Act 1991 & This places responsibility for maintaining flows in watercourses on
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:7: - PPG 3 Use and design of oil separators in surface water drainage systems;
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:7: • Local and Regional Land Drainage Bylaws;
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:9: Sustainable Drainage Systems (SuDS). 'Major developments should incorporate
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:9: sustainable drainage systems unless there is clear evidence that this would be
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:10: Where the drainage system discharges to a surface water body that can accommodate
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:10: case for development in the SIZ1 site that where there is discharge into drainage
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:10: The drainage system must be designed and constructed so surface water discharged does
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:10: Wherever possible, measures to deal with flood risk and drainage should identify
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:11: Tees Valley Sustainable Drainage Systems Design Guide and Local
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:11: Local Standards for Sustainable Drainage (2017).
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:11: drainage systems and help manage increased surface water runoff from new developments to
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:12:G2.25 With respect to surface water flood risk mapping and design of drainage systems (including
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:12: 40% to consider the future impacts in relation to water management and drainage.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:14: water drainage considerations; and
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:14: combined sewer systems providing drainage from buildings and yards.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:14: Has responsibility for ensuring effective drainage of local roads in so far as ensuring
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:15: examining drainage and hydrogeology. It will therefore closely relate to and reference details
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:18: drainage ditches and ephemeral ponds
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:22: Redcar and Drainage - proposals will be determined and included as part of the STDC strategy
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:22: team developing the water management and drainage strategy for the STDC site
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:23: land; increase flood risk; or adversely affect land drainage and work on or near
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:23: the EA guidelines advise contacting the local council or internal drainage board to
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:23: check if land drainage consent is required. Permits are generally required for: any
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:23: Strategy for water management and drainage - the water management strategy is
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:23: there are no details available for the water management and drainage design. Due to the
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:23: sustainable drainage: Practice Guidance
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:23: iv Tees Valley Local Authorities Local Standards for Sustainable Drainage
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:24: a The water management and drainage plan, with the exception of modified discharge
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:24: including for the drainage and discharge of surface water to the Tees and industrial
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:24: h Drainage proposals and a Drainage Impact Assessment will be included as part of the
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:27: impacts in relation to water management and drainage.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:36: Flooding and drainage - the proposed finished floor level will be a minimum of
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:36:G5.3 A Drainage and Water Management Strategy is being developed for the wider STDC area. This is
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:36: standards, regulations and guidance for design of water management and drainage assets
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:36: regulations and guidance for the design of water management and drainage assets and supply
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:36: drainage and water management strategy).
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:36: management of drainage and surface waterbodies, the potential for pockets of surface water
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:38:G5.12 During the operation of the site, there are potential adverse effects on drainage patterns and
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:38: surface water, principally in relation to a change in runoff patterns and drainage associated with
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:38: comprise 90% of the ground surface. The water management and drainage strategy is currently
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:38:G5.13 Without collection and discharge of surface water through a new drainage and water
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:38: to the Tees to through the drainage system to the Tees: both pathways are relatively short.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:38:G5.15 The collection of surface water from the site using the new drainage system that is proposed
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:38: bedrock aquifer during the operational stage without a water management and drainage system.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:39: STDC water management and drainage strategy for the whole STDC site that details the
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:39: required regulations and industry standards required for water and drainage asset design and
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:39: for the design of water management and drainage assets and supply appropriate mitigation for
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:39: sustainable drainage: Practice Guidance
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:39: iv Tees Valley Local Authorities Local Standards for Sustainable Drainage
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:39: d hydraulic modelling will be required as part of the site-specific design of drainage and
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:40: f drainage channels and/or networks will be lined with a geomembrane to prevent
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:40: standards, regulations and guidance for the design of water management and drainage assets
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:40: estuary flooding from existing shore / bank of the Water Management and Drainage
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:40: (flooding) drainage design Environmental Permit process
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:40: Holme Beck drains due to materials shall be sensitive to water management and drainage
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:40: Cleveland hardstanding could permeability surfaces. The drainage
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:41: Change in water It is assumed the site is cut The proposed drainage system will
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:41: The timing of excavation and management and drainage strategy
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:41: drainage strategy will be tested to
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:41: Change in water Placement of oil-water The proposed drainage system
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:41: change in land use the site no overall changes to local drainage
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:41: or drainage patterns around discharge locations
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:43: Infrastructure to all existing surface water drainage
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:43: waters and part of a detailed drainage strategy
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:43: (affecting WFD plot. New drainage will be designed
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:43: drainage strategy will need to
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:43: in the site drainage strategy and
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:43: drainage strategy is developed.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:44: to the groundwater drainage strategy shall reduce the
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:45: Beneficial changes If it is possible for the drainage
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:45: of contaminants into drainage water
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:46:G7.2 As previously noted, the water management and drainage strategy is yet to be completed but in
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:46: addition, surface water channels, associated with drainage and the blue green networks for
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:47: remediation strategy. The drainage strategy should also not include for the provision of
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:48: the forthcoming water management and drainage strategy seek to provide a plan for managing
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:48: drainage strategy shall be prepared in advance of construction so that there is a means to ensure
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:48: and any new drainage shall be lined or subject to local investigation to minimise infiltration into
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:49: appropriate use of sustainable drainage during moderate beneficial impact.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:50: contaminants and drainage strategy to remove silt and other residual impacts. Moderate
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:50: Placement of oil-water interceptors at drainage
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:51:bodies (Holme Beck, drainage strategy to reduce runoff rates whilst residual impacts. Minor
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:52: Mobilisation of Minor adverse Implementation of Drainage Strategy to No significant adverse effect
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:52: Placement of oil-water interceptors at drainage
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:54: proposed SuDS and any new drainage shall be
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:56: DPLBAR Index describing catchment size and drainage path configuration
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:56: DPSBAR FEH index of mean drainage path slope
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:57: for Sustainable Drainage: Practice Guidance online. Available at:
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:58: Drainage. online Available at: https://www.stockton.gov.uk/media/6235/flooding-
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter B - July 2020.pdf:4: • North East by the Lackenby Channel drainage cut and gas pipelines, forming part of the
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter B - July 2020.pdf:7: drainage cut which takes it in a north west direction along the edge of the site, and then by
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:22: Drainage
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter B - July 2020.pdf:22: at present there are no details available on the water management and drainage design for the
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter B - July 2020.pdf:22: site. A range of drainage parameter assumptions have been identified within the Water
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter B - July 2020.pdf:22: Management and Flooding chapter (Chapter G) that relate to drainage and these include that
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter B - July 2020.pdf:26: Drainage Design
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter B - July 2020.pdf:26: Once the drainage strategy is confirmed and agreed with RCBC and statutory consultees this will
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:5:Once further details of the drainage strategy are known, this can be tied into further WFD
R-2020-0357-OOM-EA R_2020_0357_OOM 29 October 2020 OFFICIAL.pdf:6:drainage. To not de-culvert would be a missed opportunity.
R-2020-0357-OOM-EA R_2020_0357_OOM 29 October 2020 OFFICIAL.pdf:6:Car parking and drainage considerations – Advice to LPA/Applicant
R-2020-0357-OOM-EA R_2020_0357_OOM 29 October 2020 OFFICIAL.pdf:6:Car parking drainage should ideally be permeable to control run off rates and mitigate
R-2020-0357-OOM-EA R_2020_0357_OOM 29 October 2020 OFFICIAL.pdf:6:pollution from oil and fuel leaks. If impermeable surface is used, then drainage should go
R-2020-0357-OOM-South Industrial ES - Vol 1 - Non-Tech Summary - July 2020.pdf:10: Drainage
R-2020-0357-OOM-South Industrial ES - Vol 1 - Non-Tech Summary - July 2020.pdf:10: at present there are no details available on the water management and drainage design for the
R-2020-0357-OOM-South Industrial ES - Vol 1 - Non-Tech Summary - July 2020.pdf:10: site. A range of drainage parameter assumptions have been identified within the Water
R-2020-0357-OOM-South Industrial ES - Vol 1 - Non-Tech Summary - July 2020.pdf:10: Management and Flooding chapter (Chapter G) that relate to drainage and these include that
R-2020-0357-OOM-South Industrial ES - Vol 1 - Non-Tech Summary - July 2020.pdf:16:8.7 During operation, there is the potential for the proposed development to effect drainage
R-2020-0357-OOM-South Industrial ES - Vol 1 - Non-Tech Summary - July 2020.pdf:16: also the potential for contaminants to enter the drainage network through surface water run-off.
R-2020-0357-OOM-South Industrial ES - Vol 1 - Non-Tech Summary - July 2020.pdf:16: chemicals. A Surface Water Management Plan and Drainage Strategy will be prepared and it will
R-2020-0357-OOM-South Industrial ES - Vol 1 - Non-Tech Summary - July 2020.pdf:16:8.9 During operation, a drainage strategy will be developed to include consideration of design
R-2020-0357-OOM-South Industrial ES - Vol 1 - Non-Tech Summary - July 2020.pdf:16: within the emerging STDC wider Water Management and Drainage Strategy.
R-2020-0357-OOM-South Industrial ES - Vol 1 - Non-Tech Summary - July 2020.pdf:22: Drainage Strategy, Construction Method Statement, Construction Waste Management Plan,
R-2020-0357-OOM-South Industrial ES - Vol 1 - Non-Tech Summary - July 2020.pdf:22: Framework Travel Plan, Lighting Strategy, Water Management and Drainage Strategy, Gas
R-2020-0357-OOM-NETWORK RAIL.pdf:1:Drainage
R-2020-0357-OOM-NETWORK RAIL.pdf:1: 3. Attenuation should be included as necessary to protect the existing surface water drainage systems from
R-2020-0357-OOM-NETWORK RAIL.pdf:1: 6. There should be no connection to existing railway drainage without discussion and agreement with Network
R-2020-0357-OOM-NETWORK RAIL.pdf:1:It is expected that the preparation and implementation of a surface water drainage strategy addressing the above
R-2020-0357-OOM-NETWORK RAIL.pdf:3:method statements/drawings relating to any excavation, drainage, demolition, lighting and building work or any
R-2020-0357-OOM-NETWORK RAIL.pdf:4:I would advise that in particular the drainage, boundary fencing, Armco barriers, method statements/OPE,
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix F - July 2020.pdf:21:drainage system, a pumped drainage system, a power supply system and water supply system,
R-2020-0357-OOM-South Indsutrial Zone SES - Vol 1 - Non Technical Summary.PDF:12: Drainage
R-2020-0357-OOM-South Indsutrial Zone SES - Vol 1 - Non Technical Summary.PDF:12: at present there are no details available on the water management and drainage design for the
R-2020-0357-OOM-South Indsutrial Zone SES - Vol 1 - Non Technical Summary.PDF:12: site. A range of drainage parameter assumptions have been identified within the Water
R-2020-0357-OOM-South Indsutrial Zone SES - Vol 1 - Non Technical Summary.PDF:12: Management and Flooding chapter (Chapter G of the ES (July 2020)) that relate to drainage
R-2020-0357-OOM-South Indsutrial Zone SES - Vol 1 - Non Technical Summary.PDF:18:8.7 During operation, there is the potential for the proposed development to effect drainage
R-2020-0357-OOM-South Indsutrial Zone SES - Vol 1 - Non Technical Summary.PDF:18: also the potential for contaminants to enter the drainage network through surface water run-off.
R-2020-0357-OOM-South Indsutrial Zone SES - Vol 1 - Non Technical Summary.PDF:18: chemicals. A Surface Water Management Plan and Drainage Strategy will be prepared and it will
R-2020-0357-OOM-South Indsutrial Zone SES - Vol 1 - Non Technical Summary.PDF:19:8.9 During operation, a drainage strategy will be developed to include consideration of design
R-2020-0357-OOM-South Indsutrial Zone SES - Vol 1 - Non Technical Summary.PDF:19: within the emerging STDC wider Water Management and Drainage Strategy.
R-2020-0357-OOM-South Indsutrial Zone SES - Vol 1 - Non Technical Summary.PDF:24: Drainage Strategy, Construction Method Statement, Construction Waste Management Plan,
R-2020-0357-OOM-South Indsutrial Zone SES - Vol 1 - Non Technical Summary.PDF:24: Framework Travel Plan, Lighting Strategy, Water Management and Drainage Strategy, Gas
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:6: • Structure removal and proposed blue green network – proposal to improve the current situation but drainage
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:7: • Structure removal and proposed blue green network – proposal to improve the current situation but drainage
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:17:The risk portrayed by your flood map doesn’t seem to reflect the site’s actual SURFACE WATER AND DRAINAGE
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:17:contest our flood zones, you’ll need to submit supporting evidence, such as drainage boards, were established, have permissive powers to manage water
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:17:digital copies of a topographic survey or modelling for quality assurance levels within their drainage districts, so also play a key role in managing surface
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:17:As we have to be certain that the data which informs our flood map is fit-for- Do I need to install sustainable drainage systems?
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:17: Sustainable Drainage Systems (SuDS) should always be carefully considered in
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:18: note that some 'non-mains' foul water drainage systems will require an
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:18:Infiltration drainage must not, however, pose a risk to groundwater quality. All
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:18:mains’ drainage system, such as a package treatment plant?
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:18:your planning submission should outline how you will deal with foul drainage Pollution prevention
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:25:3.3 Surface water and drainage management 31
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:27:DPLBAR Index describing catchment size and drainage path configuration
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:27:DPSBAR FEH index of mean drainage path slope
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:28: assessment of water management and flooding, as well as examining drainage and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:38: With respect to surface water flood risk mapping and design of drainage systems (including
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:41: for industrial use, with the eastern side remaining mud & sand with drainage
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:41:15 Email from Nigel Hill, Drainage & Flood Risk Manager of Council flood team, received 30 January 2020
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:43: surface water drainage systems or infiltration into the ground. A value of 70-75%
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:51: A site specific hydraulic model will be required to develop the drainage design and to
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:52: to regrade the ground and provide positive overland flow paths to drainage channels where
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:53: stage of the planning process in relation to the drainage design and this will further identify
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:53:3.3 Surface water and drainage management
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:53: the information about the site a drainage strategy has been devised using blue-green
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:53: Blue-green Infrastructure is of importance within the drainage strategy and forms a key
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:53: part of delivering a sustainable eco-industrial park. The preliminary drainage strategy has
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:53: been created by analysing the overland flow paths, drainage catchments, topography and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:53: development parcels. These blue-green corridors for drainage flow paths have been
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:54: increase flood risk; or adversely affect land drainage and work on or near main rivers
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:54: advise contacting the local council or internal drainage board to check if land drainage
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix G - July 2020.pdf:55: the development of a sustainable drainage strategy and aspiration for blue-green networks
R-2020-0357-OOM-Planning Statement - July 2020.pdf:6: • North East by the Lackenby Channel drainage cut and gas pipelines, forming part of the
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:14: Drainage
R-2020-0357-OOM-Planning Statement - July 2020.pdf:14: at present there are no details available on the water management and drainage design for the
R-2020-0357-OOM-Planning Statement - July 2020.pdf:14: site. A range of drainage parameter assumptions have been identified within the Water
R-2020-0357-OOM-Planning Statement - July 2020.pdf:14: Management and Flooding chapter of the ES that relate to drainage and these include that the
R-2020-0357-OOM-Planning Statement - July 2020.pdf:35: 3 Where the drainage system discharges to a surface water body that can accommodate
R-2020-0357-OOM-Planning Statement - July 2020.pdf:35: in the SIZ1 site that where there is discharge into drainage channels which flow directly into
R-2020-0357-OOM-Planning Statement - July 2020.pdf:35: 4 The drainage system must be designed and constructed so surface water discharged does
R-2020-0357-OOM-Planning Statement - July 2020.pdf:35: 6 Wherever possible, measures to deal with flood risk and drainage should identify
R-2020-0357-OOM-Planning Statement - July 2020.pdf:36: present there are no details available for the water management and drainage design. However a
R-2020-0357-OOM-Planning Statement - July 2020.pdf:36: 1 The water management and drainage plan, with the exception of modified discharge
R-2020-0357-OOM-Planning Statement - July 2020.pdf:36: 4 Drainage proposals and a Drainage Impact Assessment will be included as part of the STDC
R-2020-0357-OOM-Planning Statement - July 2020.pdf:36: the development of a sustainable drainage strategy and aspiration for blue-green networks
R-2020-0357-OOM-Planning Statement - July 2020.pdf:36: opportunities. The aspirations of the forthcoming water management and drainage strategy seek
R-2020-0357-OOM-Planning Statement - July 2020.pdf:37: and any new drainage should be lined or subject to local investigation to minimise infiltration
R-2020-0357-OOM-Decision Notice.pdf:5: installation of the approved surface water drainage Infrastructure.
R-2020-0357-OOM-Decision Notice.pdf:5: installation of the approved surface water or foul drainage Infrastructure.
R-2020-0357-OOM-Consultee Response LLFA.pdf:1:Local Planning Authority, details shall be submitted and approved of the surface water drainage scheme and the
R-2020-0357-OOM-Consultee Response LLFA.pdf:1:development shall be completed in accordance with the approved scheme. The design of the drainage scheme shall
R-2020-0357-OOM-Consultee Response LLFA.pdf:1:(iii) Full Micro Drainage design files (mdx files) including a catchment plan
R-2020-0357-OOM-Consultee Response LLFA.pdf:2:to drainage details which are often the first works on site and relate to site preparation.
R-2020-0357-OOM-Consultee Response LLFA.pdf:2:Planning Authority, details of a Surface Water Drainage Management Plan shall be submitted and approved by the
R-2020-0357-OOM-Consultee Response LLFA.pdf:2:(i) The timetable and phasing for construction of the drainage system
R-2020-0357-OOM-Consultee Response LLFA.pdf:2:to drainage details which are often the first works on site and relate to site preparation.
R-2020-0357-OOM-Consultee Response LLFA.pdf:2:3. The development shall not be occupied until a Management & Maintenance Plan for the surface water drainage
R-2020-0357-OOM-Consultee Response LLFA.pdf:2:REASON: To ensure that the surface water drainage Infrastructure is maintained to minimise the risk flooding in the
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter A - July 2020.pdf:10: Environment Agency drainage (that proposals will be (Summary of Consultation
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter A - July 2020.pdf:32: 13 SuDS Sustainable Drainage System
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:11:Once further details of the drainage strategy are known, this can be tied into
R-2020-0357-OOM-Officer report.pdf:12:improving surface water drainage. To not de-culvert would be a missed
R-2020-0357-OOM-Officer report.pdf:12:Car parking and drainage considerations – Advice to LPA/Applicant
R-2020-0357-OOM-Officer report.pdf:12:Car parking drainage should ideally be permeable to control run off rates and
R-2020-0357-OOM-Officer report.pdf:12:drainage should go through an interceptor or trapped gullies to mitigate
R-2020-0357-OOM-Officer report.pdf:20:Drainage
R-2020-0357-OOM-Officer report.pdf:21:water drainage systems from any increase in average or peak loadings due to
R-2020-0357-OOM-Officer report.pdf:21:6. There should be no connection to existing railway drainage without
R-2020-0357-OOM-Officer report.pdf:21:drainage strategy addressing the above points will be conditioned as part of
R-2020-0357-OOM-Officer report.pdf:23:any method statements/drawings relating to any excavation, drainage,
R-2020-0357-OOM-Officer report.pdf:25:I would advise that in particular the drainage, boundary fencing, Armco
R-2020-0357-OOM-Officer report.pdf:29:submitted and approved of the surface water drainage scheme and the
R-2020-0357-OOM-Officer report.pdf:29:The design of the drainage scheme shall include;
R-2020-0357-OOM-Officer report.pdf:29:(iii) Full Micro Drainage design files (mdx files) including a catchment plan
R-2020-0357-OOM-Officer report.pdf:30:any works commencing on site it relates to drainage details which are often
R-2020-0357-OOM-Officer report.pdf:30:Water Drainage Management Plan shall be submitted and approved by the
R-2020-0357-OOM-Officer report.pdf:30:(i) The timetable and phasing for construction of the drainage system
R-2020-0357-OOM-Officer report.pdf:30:any works commencing on site it relates to drainage details which are often
R-2020-0357-OOM-Officer report.pdf:30:Plan for the surface water drainage scheme has been submitted to and
R-2020-0357-OOM-Officer report.pdf:30:REASON: To ensure that the surface water drainage Infrastructure is
R-2020-0357-OOM-Officer report.pdf:40:East by the Lackenby Channel drainage cut and gas pipelines, forming part of
R-2020-0357-OOM-Officer report.pdf:69: Flooding and drainage - the proposed finished floor level will be a
R-2020-0357-OOM-Officer report.pdf:69:A Drainage and Water Management Strategy is being developed for the wider
R-2020-0357-OOM-Officer report.pdf:69:regulations and guidance for design of water management and drainage
R-2020-0357-OOM-Officer report.pdf:70:management and drainage assets and supply appropriate mitigation for the
R-2020-0357-OOM-Officer report.pdf:70:Drainage and Water Management Strategy that will feed in to later design
R-2020-0357-OOM-Officer report.pdf:70:implementation of the Drainage and Water Management Strategy at the site,
R-2020-0357-OOM-Officer report.pdf:70:of the development without the implementation of the Drainage and Water
R-2020-0357-OOM-Officer report.pdf:70:Management Strategy and the resulting drainage system across the site.
R-2020-0357-OOM-Officer report.pdf:70: The preparation of the STDC Water Management and Drainage
R-2020-0357-OOM-Officer report.pdf:70: The production and implementation of a suitable water and drainage
R-2020-0357-OOM-Officer report.pdf:71:As previously noted, the water management and drainage strategy is yet to be
R-2020-0357-OOM-Officer report.pdf:72:drainage strategy seek to provide a plan for managing and improving the
R-2020-0357-OOM-Officer report.pdf:72:management and drainage strategy shall be prepared in advance of
R-2020-0357-OOM-Officer report.pdf:72:new drainage shall be lined or subject to local investigation to minimise
R-2020-0357-OOM-Officer report.pdf:72:Infrastructure; the final detail of the drainage system is required to be agreed
R-2020-0357-OOM-Officer report.pdf:114: compromise the installation of the approved surface water drainage
R-2020-0357-OOM-Officer report.pdf:114: drainage Infrastructure.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter L - July 2020.pdf:8: and off-site drainage improvements)
R-2020-0357-OOM-South Industrial Zone SES - Vol 2 - Supplementary Environmental Statement.PDF:17: submission of a surface water drainage addressed in the
R-2020-0357-OOM-Habitats Regulation Assessment.pdf:14: 5. Drainage Construction
R-2020-0357-OOM-Habitats Regulation Assessment.pdf:14:The site’s drainage strategy will link to the wider STDC masterplan area strategy.
R-2020-0357-OOM-Habitats Regulation Assessment.pdf:21:• Exclusion of the upper reaches of the Lackenby Channel (Drainage Cut),
R-2020-0357-OOM-Habitats Regulation Assessment.pdf:41:creation of two new access points, a new drainage system, piling and construction
R-2020-0357-OOM-ApplicationFormRedacted.pdf:1:•North East by the Lackenby Channel drainage cut and gas pipelines, forming part of the Sembcorp utilities corridor;
R-2020-0357-OOM-ApplicationFormRedacted.pdf:4:Are you proposing to connect to the existing drainage system? Yes No Unknown
R-2020-0357-OOM-ApplicationFormRedacted.pdf:4: Sustainable drainage system
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:40: The Developer should develop their Surface Water Drainage solution by
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:48: landscape screening or attenuation / storage of drainage.
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:55: SPA (pSPA) extends to include the Tees Estuary (1.4km north west), Drainage Cut and
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:91: water, drainage, energy, community, economic, Infrastructure and other such resources
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:118: Major developments should incorporate sustainable drainage systems
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:119: drainage systems, removing artificial physical modifications (for
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:120: The Land Drainage Act 1991 This places responsibility for maintaining flows in
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:120: drainage systems;
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:121: • Local and Regional Land Drainage Byelaws;
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:122: such as drainage ditches and
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:126: The FRA and Outline Drainage Strategy (Volume 3) concluded that there does not
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:128: Drainage Strategy (Volume 3).
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:128: Northumbrian The ES should consider An FRA and Outline Drainage
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:129: close to the site, including ponds, lagoons, drainage channels and culverts. These are
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:129: recorded. The water bodies are likely to be the result of localised poor drainage. The
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:129: drain connects these culverts upgradient of the site (FRA and Outline Drainage Strategy,
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:130: A Flood Risk Assessment (FRA) and Outline Drainage Strategy is provided in Volume 3.
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:130: Chapter 9 deals with Flood Risk and Drainage
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:130: Outline Drainage Strategy; Volume 3) and only likely as a contributing factor to other
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:130: sources of flooding, influencing the duration and extent of flooding, due to the drainage
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:134: Drainage Strategy (Volume 3).
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:134: they implement standard measures to avoid flood risk, manage surface water drainage
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:134: • Potential adverse effects on drainage patterns, surface water flows and aquifer
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:134: recharge, principally in relation to a change in runoff patterns and drainage,
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:135: During the placement of the new surface water drainage system, oil-water interceptors
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:135: site gradients for drainage) also has the potential to impact on water quality. However,
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:137: drainage system. As such, the magnitude of change for flow would be negligible and,
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:137: new drainage system during the operational stage (FRA and Outline Drainage Strategy;
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:137: During the operation of the new surface water drainage system, foul water will be
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:137: drainage system. As such, the magnitude of change for discharge (and their receiving
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:137: Surface water from the site would be collected and discharged through the new drainage
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:137: The collection of surface water from the site using the new drainage system that is
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:137: The collection of surface water from the site using the new drainage system that is
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:138: Knitting Wife runoff reaching Drainage Strategy (Volume 3), whilst also taking
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:139: Cleveland and areas of considered in the FRA and Outline Drainage
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:139: Lackenby hardstanding Strategy (Volume 3). The drainage design takes
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:139: Change in water The proposed drainage system incorporates
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:139: FRA and Outline Drainage Strategy (Volume 3),
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:139: Change in water The proposed drainage system within the site
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:139: change in land drainage patterns around discharge locations are
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:139: use or drainage anticipated.
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:143: Mobilisation of Moderate adverse Implementation of Drainage Strategy to remove No significant effect
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:143: causing Placement of oil-water interceptors at drainage
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:144:Other surface Increased Very low Negligible Implementation of Drainage Strategy to reduce No significant effect
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:144:Knitting Wife The drainage system means that no overall
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:144:Culvert, changes to local drainage patterns are anticipated.
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:144: Mobilisation of Negligible Implementation of Drainage Strategy to remove No significant effect
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:144: causing Placement of oil-water interceptors at drainage
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:148: Quality. Water resources was scoped into EIA, particularly the flood risk and drainage
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:148: management and drainage strategy.
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:148: Stand-alone Flood Risk Assessment (FRA), including Drainage Impact assessment (DIA)
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:148: • Land Drainage Act 1991, as amended.
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:149: documents for land within its portfolio. This includes Flooding and Drainage Risk.
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:149: water quality, groundwater (quantity and quality) and flood and drainage risk issues.
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:154: • pollution from poor/inappropriate management of site drainage;
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:155: • creation of preferential pathways via piling operations, drainage schemes
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:156: consideration regarding offsite surface water flows providing that site drainage is well
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:162: Figure 9-5 Indicative Drainage Layout
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:163: It is recommended that the proposed drainage layout includes for a fuel/oil interceptor
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:165: Wear Magnesian Piling - High Minor - moderate • No soakaways proposed drainage. Not significant
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:165: / or spillage • Surface Water Drainage solution shall
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:166:Groundwater Contamination Low Minor - moderate • No soakaways proposed for road drainage. Not significant
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:247: systems and drainage patterns
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:252: Embedded Design • During the placement of the new surface water drainage system, oil-water interceptors
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:252: • The proposed drainage system incorporates design features to remove silt and other
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:252: Embedded Design • The development will incorporate a Drainage Strategy appropriate to the site to reduce
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:252: runoff rates as set out in the FRA and Surface Water Drainage Strategy, whilst also taking
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:252: • The drainage design takes account of climate change and such that water draining from
R-2019-0767-OOM-R 2019 0767 OOM.pdf:1:The developer should develop their surface water drainage solution by working through the Hierarchy
R-2019-0767-OOM-R 2019 0767 OOM.pdf:2:documents state that all surface water shall discharge direct to the watercourse. Should the drainage
R-2019-0767-OOM-Environmental Statement ES Volume 2.pdf:12: Figure 9-5 Indicative Drainage Layout
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-ApplicationFormRedacted.pdf:4: Sustainable drainage system
R-2019-0767-OOM-Chapter 8 WFD Assessment.pdf:32: designated area well away from any watercourse or drainage (at least
R-2019-0767-OOM-20191201 ERF Planning DAS_Issued.pdf:35: which could include removal of Sea Buckthorn (Hippophae rhamnoides), Sustainable Drainage
R-2019-0767-OOM-20191201 ERF Planning DAS_Issued.pdf:36: A Flood Risk Assessment (FRA) has been undertaken which incorporates and Outline Drainage
R-2019-0767-OOM-Appendix B Scoping Response.pdf:6:The Developer should develop their Surface Water Drainage solution by working through the
R-2019-0767-OOM-Appendix B Scoping Response.pdf:8:flood risk, surface water management and drainage strategy.
R-2019-0767-OOM-NETWORK RAIL.pdf:1:Drainage
R-2019-0767-OOM-Non Technical Summary_Final.pdf:7: Flood and Drainage Risk The Scheme has the potential to affect water resources and
R-2019-0767-OOM-Non Technical Summary_Final.pdf:8:Flood and Drainage Risk
R-2019-0767-OOM-Non Technical Summary_Final.pdf:8:A Flood Risk Assessment and Drainage Risk Assessment was completed. The proposed development
R-2019-0767-OOM-Non Technical Summary_Final.pdf:9:The former industrial site shows poor drainage and there are areas of standing water. Soils across
R-2019-0767-OOM-Chapter 13 Grangetown Prairie Transport Statement.pdf:56:The Developer should develop their Surface Water Drainage solution by working through the
R-2019-0767-OOM-Chapter 13 Grangetown Prairie Transport Statement.pdf:58:flood risk, surface water management and drainage strategy.
R-2019-0767-OOM-officer report.pdf:3:Drainage
R-2019-0767-OOM-officer report.pdf:11:LLFA would offer no objection in principle to the proposed drainage scheme
R-2019-0767-OOM-officer report.pdf:11:submitted at this time to fully assess the drainage scheme and as such the
R-2019-0767-OOM-officer report.pdf:11:submitted and approved of the surface water drainage scheme and the
R-2019-0767-OOM-officer report.pdf:11:The design of the drainage scheme shall include;
R-2019-0767-OOM-officer report.pdf:11: (iii) Full Micro Drainage design files (mdx files) including a
R-2019-0767-OOM-officer report.pdf:11:Drainage Management Plan shall be submitted and approved by the Local
R-2019-0767-OOM-officer report.pdf:11:(i) The timetable and phasing for construction of the drainage system
R-2019-0767-OOM-officer report.pdf:12:Plan for the surface water drainage scheme has been submitted to and
R-2019-0767-OOM-officer report.pdf:12:REASON: To ensure that the surface water drainage Infrastructure is
R-2019-0767-OOM-officer report.pdf:32: or new planting, landscape screening or attenuation / storage of drainage.
R-2019-0767-OOM-officer report.pdf:44:incorporated as part of a sustainable drainage strategy. The biodiversity area
R-2019-0767-OOM-officer report.pdf:45:be implemented that combine sustainable drainage and landscaping of the
R-2019-0767-OOM-officer report.pdf:51:drainage strategy that the site is not at risk of flooding and so this is scoped
R-2019-0767-OOM-officer report.pdf:51:drainage and prevent pollution, and adhere to relevant policy and legislation.
R-2019-0767-OOM-officer report.pdf:52: • Potential adverse effects on drainage patterns, surface water flows and
R-2019-0767-OOM-officer report.pdf:52: and drainage, and associated with groundworks from site development
R-2019-0767-OOM-officer report.pdf:52:Oil interceptors will form part of the drainage Infrastructure and foul water will
R-2019-0767-OOM-officer report.pdf:52:The site will be developed with new drainage Infrastructure which will limit
R-2019-0767-OOM-officer report.pdf:53: • A drainage strategy as set out in the FRA and the use of a detention
R-2019-0767-OOM-officer report.pdf:54:A Flood Risk Assessment (FRA), including Drainage Impact Assessment
R-2019-0767-OOM-officer report.pdf:55:drainage risk issues. This section assesses the water environment at the site
R-2019-0767-OOM-officer report.pdf:56:• pollution from poor/inappropriate management of site drainage;
R-2019-0767-OOM-officer report.pdf:56: creation of preferential pathways via piling operations, drainage schemes
R-2019-0767-OOM-officer report.pdf:56: the adoption of appropriate sustainable drainage systems and features
R-2019-0767-OOM-officer report.pdf:56: the proposed drainage layout includes for a fuel/oil interceptor based
R-2019-0767-OOM-officer report.pdf:57:Infrastructure; the final detail of the drainage system is required to be agreed
R-2019-0767-OOM-officer report.pdf:73: • surface water drainage from stored spoil
R-2019-0767-OOM-officer report.pdf:74: • design of drainage Infrastructure
R-2019-0767-OOM-officer report.pdf:74: • Appropriate design of drainage Infrastructure
R-2019-0767-OOM-officer report.pdf:74: • Onsite drainage Infrastructure to include climate change component
R-2019-0767-OOM-officer report.pdf:80: compromise the installation of the approved foul water drainage
R-2019-0767-OOM-officer report.pdf:80: details shall be submitted and approved of the surface water drainage
R-2019-0767-OOM-officer report.pdf:80: The design of the drainage scheme shall include;
R-2019-0767-OOM-officer report.pdf:81: (iii) Full Micro Drainage design files (mdx files) including a catchment
R-2019-0767-OOM-officer report.pdf:81: compromise the installation of the approved surface water drainage
R-2019-0767-OOM-officer report.pdf:81: Surface Water Drainage Management Plan shall be submitted and
R-2019-0767-OOM-officer report.pdf:81: (i) The timetable and phasing for construction of the drainage system
R-2019-0767-OOM-officer report.pdf:81: compromise the installation of the approved surface water drainage
R-2019-0767-OOM-officer report.pdf:81: Maintenance Plan for the surface water drainage scheme has been
R-2019-0767-OOM-officer report.pdf:82: REASON: To ensure that the surface water drainage Infrastructure is
R-2019-0767-OOM-officer report.pdf:83:Drainage
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:1:Chapter 8 Flood Risk Assessment and Drainage Strategy i
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:2:Chapter 8 Flood Risk Assessment and Drainage Strategy i
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:3:Chapter 8 Flood Risk Assessment and Drainage Strategy ii
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:4:3.6 Foul Drainage 9
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:4:5 Outline Drainage Strategy 10
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:4:Chapter 8 Flood Risk Assessment and Drainage Strategy iii
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:5:Figure 5-1 - Indicative Drainage Layout 12
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:5:Chapter 8 Flood Risk Assessment and Drainage Strategy iv
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:6: information. An Outline Drainage Strategy has been prepared in accordance with Tees Valley
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:6: Authorities Local Standards for Sustainable Drainage (version July 2017) and is included in
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:6:Chapter 8 Flood Risk Assessment and Drainage Strategy 1
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:7: potentially include areas of surface water drainage from the surrounding urban areas,
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:7:Chapter 8 Flood Risk Assessment and Drainage Strategy 2
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:8:Chapter 8 Flood Risk Assessment and Drainage Strategy 3
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:9: Chapter 8 Flood Risk Assessment and Drainage Strategy 4
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:10: Chapter 8 Flood Risk Assessment and Drainage Strategy 5
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:11: natural land drainage routes. Figure 3-3 below shows the locations of catchment boundaries
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:11: catchment and development area. It is noted that existing drainage systems could outfall
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:11:Chapter 8 Flood Risk Assessment and Drainage Strategy 6
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:12:Chapter 8 Flood Risk Assessment and Drainage Strategy 7
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:13: regarding offsite surface water flows providing that site drainage is well maintained
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:13: modelling does not consider outfalls from highways or development drainage.
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:13:Chapter 8 Flood Risk Assessment and Drainage Strategy 8
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:14: 3.6 Foul Drainage
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:14: Foul drainage will be subject to detailed design and connection.
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:14: Chapter 8 Flood Risk Assessment and Drainage Strategy 9
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:15: 5 Outline Drainage Strategy
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:15: event in accordance with Tees Valley Authorities Local Standards for Sustainable Drainage
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:15: potential contaminants at the site. This approach will preclude infiltration drainage. Detailed
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:15: details of existing site drainage are not defined on provided utilities plans. It is envisaged
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:15: conditions are not considered suitable for infiltration drainage.
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:15: Chapter 8 Flood Risk Assessment and Drainage Strategy 10
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:16:Chapter 8 Flood Risk Assessment and Drainage Strategy 11
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:17: Figure 5-1 - Indicative Drainage Layout
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:17:Chapter 8 Flood Risk Assessment and Drainage Strategy 12
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:18: It is recommended that the proposed drainage layout includes for a fuel/oil interceptor based
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:18:Chapter 8 Flood Risk Assessment and Drainage Strategy 13
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:19: to this, based on a desktop review of available information including initial drainage strategy,
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:19: drainage.
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:19:Chapter 8 Flood Risk Assessment and Drainage Strategy 14
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:20: site drainage Infrastructure does not surcharge during high tide events, however, based on
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:20:Chapter 8 Flood Risk Assessment and Drainage Strategy 15
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:21: Chapter 8 Flood Risk Assessment and Drainage Strategy I
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:22: Chapter 8 Flood Risk Assessment and Drainage Strategy I
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:23:Chapter 8 Flood Risk Assessment and Drainage Strategy II
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:24:Chapter 8 Flood Risk Assessment and Drainage Strategy III
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:25: condition of surface water sewers cannot be assumed to be functional hence no drainage
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:25: residential development for which there would be losses due to local surface water drainage
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:25:Chapter 8 Flood Risk Assessment and Drainage Strategy IV
R-2019-0767-OOM-Chapter 9 Flood Risk Assessment and Drainage Strategy.pdf:26: Chapter 8 Flood Risk Assessment and Drainage Strategy V
R-2019-0767-OOM-Memo Style LLFA 767.pdf:1:would offer no objection in principle to the propsed drainage scheme and agree to a discharge rate that must not
R-2019-0767-OOM-Memo Style LLFA 767.pdf:1:There is insufficient detail submitted at this time to fully assess the drainage scheme and as such the LLFA would
R-2019-0767-OOM-Memo Style LLFA 767.pdf:1:Local Planning Authority, details shall be submitted and approved of the surface water drainage scheme and the
R-2019-0767-OOM-Memo Style LLFA 767.pdf:1:development shall be completed in accordance with the approved scheme. The design of the drainage scheme shall
R-2019-0767-OOM-Memo Style LLFA 767.pdf:1:(iii) Full Micro Drainage design files (mdx files) including a catchment plan
R-2019-0767-OOM-Memo Style LLFA 767.pdf:1:Planning Authority, details of a Surface Water Drainage Management Plan shall be submitted and approved by the
R-2019-0767-OOM-Memo Style LLFA 767.pdf:1:(i) The timetable and phasing for construction of the drainage system
R-2019-0767-OOM-Memo Style LLFA 767.pdf:2:The development shall not be occupied until a Management & Maintenance Plan for the surface water drainage
R-2019-0767-OOM-Memo Style LLFA 767.pdf:2:REASON: To ensure that the surface water drainage Infrastructure is maintained to minimise the risk flooding in the
R-2019-0767-OOM-Decision Notice_R20190767OOM(4).pdf:4: installation of the approved foul water drainage Infrastructure.
R-2019-0767-OOM-Decision Notice_R20190767OOM(4).pdf:4: submitted and approved of the surface water drainage scheme and the
R-2019-0767-OOM-Decision Notice_R20190767OOM(4).pdf:4: The design of the drainage scheme shall include;
R-2019-0767-OOM-Decision Notice_R20190767OOM(4).pdf:4: (iii) Full Micro Drainage design files (mdx files) including a catchment plan
R-2019-0767-OOM-Decision Notice_R20190767OOM(4).pdf:5: installation of the approved surface water drainage Infrastructure.
R-2019-0767-OOM-Decision Notice_R20190767OOM(4).pdf:5: Water Drainage Management Plan shall be submitted and approved by the
R-2019-0767-OOM-Decision Notice_R20190767OOM(4).pdf:5: (i) The timetable and phasing for construction of the drainage system
R-2019-0767-OOM-Decision Notice_R20190767OOM(4).pdf:5: installation of the approved surface water drainage Infrastructure.
R-2019-0767-OOM-Decision Notice_R20190767OOM(4).pdf:5: Plan for the surface water drainage scheme has been submitted to and
R-2019-0767-OOM-Decision Notice_R20190767OOM(4).pdf:5: REASON: To ensure that the surface water drainage Infrastructure is
R-2019-0767-OOM-Decision Notice_R20190767OOM(4).pdf:7: Drainage
R-2019-0767-OOM-Appendix B Scoping Letter Request.pdf:5:water drainage and the impacts of climate change upon flood risk and drainage.
R-2021-0831-CD-63262_01 - Biodiversity Strategy IB - Sept 2021.PDF:17: from the implementation of the drainage strategy (which is currently under development), de-
R-2021-0831-CD-63262_01 - Biodiversity Strategy IB - Sept 2021.PDF:37:The drainage strategy has not been finalised but a number of options are under consideration which
R-2021-0831-CD-63262_01 - Biodiversity Strategy IB - Sept 2021.PDF:39:Common Toad and any inclusion of SUDS as part of the drainage scheme or ornamental ponds as
R-2021-0831-CD-63262_01 - Biodiversity Strategy IB - Sept 2021.PDF:41:will not be known until the drainage strategy is finalised. Options to create River Units ex-situ are
R-2021-0831-CD-DECISION NOTICE 0357.pdf:5: installation of the approved surface water drainage Infrastructure.
R-2021-0831-CD-DECISION NOTICE 0357.pdf:5: installation of the approved surface water or foul drainage Infrastructure.
R-2021-0831-CD-63262 - Teesworks Environment and Biodiversity Strategy May 2022.PDF:8: watercourse classed as a main river by the Environment Agency. The Land Drainage Act (1991)
R-2021-0831-CD-63262 - Teesworks Environment and Biodiversity Strategy May 2022.PDF:19: the implementation of drainage improvement works, which involves partial de-culverting of
R-2021-0831-CD-63262 - Teesworks Environment and Biodiversity Strategy May 2022.PDF:43:The drainage strategy has not been finalised but a number of options are under consideration which
R-2021-0831-CD-63262 - Teesworks Environment and Biodiversity Strategy May 2022.PDF:45:Common Toad and any inclusion of SUDS as part of the drainage scheme or ornamental ponds as
R-2021-0831-CD-63262 - Teesworks Environment and Biodiversity Strategy May 2022.PDF:47:will not be known until the drainage strategy is finalised. Options to create River Units ex-situ are
R-2021-0831-CD-63262 - Teesworks Environment and Biodiversity Strategy May 2022.PDF:50:to South Bank Arterial Drainage scheme, to give a net loss of area. This is based on work carried out
R-2021-0831-CD-63262 - Teesworks Environment and Biodiversity Strategy May 2022.PDF:54:the South Bank Arterial Drainage scheme. The intertidal is shown in brown in Figure 1. The BM3.0
R-2021-0831-CD-63262 - Teesworks Environment and Biodiversity Strategy May 2022.PDF:54: Figure 1. The South Bank Arterial Drainage scheme
R-2021-0831-CD-Teesworks Environment and Biodiversity Strategy - Sept 2021.pdf:17: from the implementation of the drainage strategy (which is currently under development), de-
R-2021-0831-CD-Teesworks Environment and Biodiversity Strategy - Sept 2021.pdf:37:The drainage strategy has not been finalised but a number of options are under consideration which
R-2021-0831-CD-Teesworks Environment and Biodiversity Strategy - Sept 2021.pdf:39:Common Toad and any inclusion of SUDS as part of the drainage scheme or ornamental ponds as
R-2021-0831-CD-Teesworks Environment and Biodiversity Strategy - Sept 2021.pdf:41:will not be known until the drainage strategy is finalised. Options to create River Units ex-situ are
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:3: 3.6.2 Site drainage …………………………………………………………………………………………………………………….. 13
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:14:3.6.2 Site drainage
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:14:Site drainage requiring discharge into sewers will be in accordance with relevant permissions obtained from
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:14:Site drainage will meet the effluent standards required by the sewerage undertaker or EA.
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:14:Design of the schemes permanent drainage system is not yet complete; however, the drainage works will be
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:14: • All potentially polluting substances will be stored on impermeable surfaces with controlled drainage
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:14: • Refueling of plant and machinery will take place on concrete hard standing with controlled drainage.
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:3: 3.6.2 Site drainage …………………………………………………………………………………………………………………….. 13
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:14:3.6.2 Site drainage
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:14:Site drainage requiring discharge into sewers will be in accordance with relevant permissions obtained from
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:14:Site drainage will meet the effluent standards required by the sewerage undertaker or EA.
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:14:Design of the schemes permanent drainage system is not yet complete; however, the drainage works will be
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:14: • All potentially polluting substances will be stored on impermeable surfaces with controlled drainage
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:14: • Refueling of plant and machinery will take place on concrete hard standing with controlled drainage.
R-2021-0057-VC-LLFA.pdf:1:The LLFA would offer no objection to the proposed development, as the proposed Surface Water Drainage Strategy
R-2021-0057-VC-EA R_2021_0057_VC 12 February 2021 OFFICIAL.pdf:1: South Tees Site Company Stockpile 5, FRA and Drainage Strategy Addendum,
R-2021-0057-VC-Decision Notice_R20210057VC.pdf:3: assessment and drainage strategies (June 2019, Wood and January 2021,
R-2021-0057-VC-Decision Notice_R20210057VC.pdf:3: and Drainage Strategy Docs ref. 41825-WOOD-XX-XX-RP-OW-0001_A_P01
R-2021-0057-VC-Decision Notice_R20210057VC.pdf:3: Stockpile 5, FRA and Drainage Strategy Addendum, First Issue, January 2021.
R-2021-0057-VC-ApplicationFormRedacted.pdf:3:•Flood Risk and Drainage Addendum, prepared by JBA Consulting;
R-2021-0057-VC-email.pdf:10:outriggers, crossing with vehicles, hand digging or machine digging, ditching, demolition, drainage
R-2021-0057-VC-email.pdf:15: Increase/decrease in land drainage within 50m of CATS pipeline YES NO
R-2021-0057-VC-Officer report _R20210057VC.pdf:1: • Flood Risk Assessment and Drainage Strategy
R-2021-0057-VC-Officer report _R20210057VC.pdf:2: • South Tees Site Company Stockpile 5, FRA and Drainage Strategy
R-2021-0057-VC-Officer report _R20210057VC.pdf:4:proposed Surface Water Drainage Strategy accords with the requirements of
R-2021-0057-VC-Officer report _R20210057VC.pdf:6:An updated Flood Risk Assessment (FRA) and Drainage Strategy (DS) have
R-2021-0057-VC-Officer report _R20210057VC.pdf:9: assessment and drainage strategies (June 2019, Wood and January
R-2021-0057-VC-Officer report _R20210057VC.pdf:9: Assessment and Drainage Strategy Docs ref. 41825-WOOD-XX-XX-RP-
R-2021-0057-VC-Officer report _R20210057VC.pdf:9: Tees Site Company Stockpile 5, FRA and Drainage Strategy Addendum,
R-2021-0057-VC-FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.PDF:1:FRA and Drainage Strategy Addendum
R-2021-0057-VC-FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.PDF:4:4 Drainage Strategy 3
R-2021-0057-VC-FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.PDF:4:4.2 Surface Water Drainage Strategy 3
R-2021-0057-VC-FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.PDF:4:7.2 Drainage Strategy 5
R-2021-0057-VC-FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.PDF:4: B Greenfield Runoff Rates Micro Drainage Results 8
R-2021-0057-VC-FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.PDF:4: C Micro Drainage Quick Storage Estimates 13
R-2021-0057-VC-FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.PDF:6: This supplementary flood risk and drainage statement has been prepared in support of a
R-2021-0057-VC-FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.PDF:6: and drainage strategy (41825-WOOD-XX-XX-RP-OW-0001_A_P01) prepared by Wood for
R-2021-0057-VC-FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.PDF:8:4 Drainage Strategy
R-2021-0057-VC-FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.PDF:8:4.2 Surface Water Drainage Strategy
R-2021-0057-VC-FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.PDF:9: the Micro Drainage Quick Storage Estimate tool (see Appendix C). Given the close
R-2021-0057-VC-FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.PDF:9: storage mounds and associated drainage Infrastructure will follow the methodology outlined
R-2021-0057-VC-FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.PDF:9: Maintenance and management of the South Bank storage mounds and associated drainage
R-2021-0057-VC-FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.PDF:10: This flood risk and drainage statement forms an addendum to the original flood risk
R-2021-0057-VC-FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.PDF:10: assessment and drainage strategy (41825-WOOD-XX-XX-RP-OW-0001_A_P01) prepared by
R-2021-0057-VC-FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.PDF:10:7.2 Drainage Strategy
R-2021-0057-VC-FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.PDF:13:B Greenfield Runoff Rates Micro Drainage Results
R-2021-0057-VC-FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.PDF:18:C Micro Drainage Quick Storage Estimates
R-2021-0725-CD-HOLME BECK PIPED CULVERT NORTH SECTION CH 675.000 TO 773.000 - STDC_HWY-ATK-HDG-PR-DR-CH-000002_C02.pdf:1: KEY - DRAINAGE :
R-2021-0725-CD-HOLME BECK PIPED CULVERT NORTH SECTION CH 675.000 TO 773.000 - STDC_HWY-ATK-HDG-PR-DR-CH-000002_C02.pdf:1: EXISTING DRAINAGE SYSTEM
R-2021-0725-CD-HOLME BECK PIPED CULVERT NORTH SECTION CH 675.000 TO 773.000 - STDC_HWY-ATK-HDG-PR-DR-CH-000002_C02.pdf:1: EXISTING DRAINAGE SYSTEM TO BE
R-2021-0725-CD-HOLME BECK WATERCOURSE MANHOLE SCHEMATICS AND TYPICAL (STDC_HWY-ATK-HDG-PR-DE-CD-000001_C02).pdf:1: CH 0 MANHOLE: HB-MH1 CH 20 MANHOLE: HB-MH2 TYPICAL Ø1200 PIPED CULVERT 1. FOR HIGHWAY DRAINAGE DETAILED KEY & NOTES REFER TO
R-2021-0725-CD-HOLME BECK WATERCOURSE MANHOLE SCHEMATICS AND TYPICAL (STDC_HWY-ATK-HDG-PR-DE-CD-000001_C02).pdf:1: FOR LOCATION OF CULVERT REFER TO DRAINAGE DRAWINGS: STDC_HWY-ATK-HDG-PR-DR-CD-000002 & 000010.
R-2021-0725-CD-HOLME BECK WATERCOURSE MANHOLE SCHEMATICS AND TYPICAL (STDC_HWY-ATK-HDG-PR-DE-CD-000001_C02).pdf:1: FOR LOCATION OF MANHOLE REFER TO DRAINAGE DRAWING: STDC_HWY-ATK-HDG-PR-DR-CD-000002. FOR LOCATION OF MANHOLE REFER TO DRAINAGE DRAWING: STDC_HWY-ATK-HDG-PR-DR-CD-000002.
R-2021-0725-CD-HOLME BECK WATERCOURSE MANHOLE SCHEMATICS AND TYPICAL (STDC_HWY-ATK-HDG-PR-DE-CD-000001_C02).pdf:1: 2. FOR HIGHWAY DRAINAGE LAYOUT REFER TO DRAWINGS:
R-2021-0725-CD-HOLME BECK WATERCOURSE MANHOLE SCHEMATICS AND TYPICAL (STDC_HWY-ATK-HDG-PR-DE-CD-000001_C02).pdf:1: 1.440 3. FOR HIGHWAY DRAINAGE CONSTRUCTION DETAILS REFER TO
R-2021-0725-CD-HOLME BECK WATERCOURSE MANHOLE SCHEMATICS AND TYPICAL (STDC_HWY-ATK-HDG-PR-DE-CD-000001_C02).pdf:1: CONCRETE CULVERT COMPLETION OF EXISTING DRAINAGE SURVEYS AND
R-2021-0725-CD-HOLME BECK WATERCOURSE MANHOLE SCHEMATICS AND TYPICAL (STDC_HWY-ATK-HDG-PR-DE-CD-000001_C02).pdf:1: SL = 11.700 6. TO BE READ IN CONJUNCTION WITH THE DRAINAGE AND
R-2021-0725-CD-HOLME BECK WATERCOURSE MANHOLE SCHEMATICS AND TYPICAL (STDC_HWY-ATK-HDG-PR-DE-CD-000001_C02).pdf:1: IL = 10.600 DEPENDANT UPON EXISTING Ø3.000 DRAINAGE DRAWINGS
R-2021-0725-CD-HOLME BECK WATERCOURSE MANHOLE SCHEMATICS AND TYPICAL (STDC_HWY-ATK-HDG-PR-DE-CD-000001_C02).pdf:1: BEDDING COMBINATIONS FOR DRAINAGE.
R-2021-0725-CD-HOLME BECK WATERCOURSE MANHOLE SCHEMATICS AND TYPICAL (STDC_HWY-ATK-HDG-PR-DE-CD-000001_C02).pdf:1: FOR LOCATION OF MANHOLE REFER TO DRAINAGE DRAWING: STDC_HWY-ATK-HDG-PR-DR-CD-000010. FOR LOCATION OF MANHOLE REFER TO DRAINAGE DRAWING: STDC_HWY-ATK-HDG-PR-DR-CD-000010. FOR LOCATION OF MANHOLE REFER TO DRAINAGE DRAWING: STDC_HWY-ATK-HDG-PR-DR-CD-000010.
R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 5 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000006_C01.pdf:1: 7. DRAINAGE HAS BEEN DESIGNED TO HIGHWAYS ALIGNMENT
R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 5 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000006_C01.pdf:1: COMPLETION OF EXISTING DRAINAGE SURVEYS AND
R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 5 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000006_C01.pdf:1: HS/HDG/004 - DRAINAGE IN ASBESTOS CONTAINING GROUND 1 DEVELOPMENT CORPORATION
R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 5 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000006_C01.pdf:1: PROPOSED DRAINAGE LAYOUT
R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 1 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000001_C02).pdf:1: SPECIFICATION AND DRAINAGE SCHEDULE. SHOULD
R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 1 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000001_C02).pdf:1: EXISTING HOLME BECK 1200Ømm 7. FOR HIGHWAY DRAINAGE NETWORK DETAILS REFER TO
R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 1 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000001_C02).pdf:1: - EXISTING DRAINAGE SYSTEM
R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 1 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000001_C02).pdf:1: - PROPOSED HIGHWAY DRAINAGE SYSTEM (CARRIER
R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 1 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000001_C02).pdf:1: HS/HDG/004 - DRAINAGE IN ASBESTOS CONTAINING GROUND
R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT KEY AND NOTES (STDC_HWY-ATK-HDG-PR-DR-CD-000001_C01).pdf:1: NOTES - GENERAL : KEY - GENERAL : KEY - DRAINAGE : NOTES:
R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT KEY AND NOTES (STDC_HWY-ATK-HDG-PR-DR-CD-000001_C01).pdf:1: PROPOSED HIGHWAY ALIGNMENT CENTRE LINE EXISTING DRAINAGE SYSTEM / MANHOLE
R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT KEY AND NOTES (STDC_HWY-ATK-HDG-PR-DR-CD-000001_C01).pdf:1: RISK ASSESSMENTS FOR RISKS CONCERNING THE WORKS. EXISTING DRAINAGE SYSTEM TO BE REMOVED / ABANDONED 4. ALL CHAMBERS TO BE TYPE 7 CATCHPITS TO HCD F11.
R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT KEY AND NOTES (STDC_HWY-ATK-HDG-PR-DR-CD-000001_C01).pdf:1: 7. DRAINAGE HAS BEEN DESIGNED TO HIGHWAYS
R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT KEY AND NOTES (STDC_HWY-ATK-HDG-PR-DR-CD-000001_C01).pdf:1: RENEWED AND TIED INTO NEW DRAINAGE SYSTEM (SEE NOTE 16) HEALTH & SAFETY RISKS.
R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT KEY AND NOTES (STDC_HWY-ATK-HDG-PR-DR-CD-000001_C01).pdf:1: COMPLETION OF EXISTING DRAINAGE SURVEYS AND
R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT KEY AND NOTES (STDC_HWY-ATK-HDG-PR-DR-CD-000001_C01).pdf:1: DRAINAGE HIGH POINT IDENTIFICATION SYMBOL
R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT KEY AND NOTES (STDC_HWY-ATK-HDG-PR-DR-CD-000001_C01).pdf:1: 14. FOR PROPOSED HIGHWAY DRAINAGE REFER TO DRAWINGS:
R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT KEY AND NOTES (STDC_HWY-ATK-HDG-PR-DR-CD-000001_C01).pdf:1: PROPOSED DRAINAGE LAYOUT
R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 8 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000009_C01.pdf:1: Construction 7. DRAINAGE HAS BEEN DESIGNED TO HIGHWAYS ALIGNMENT
R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 8 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000009_C01.pdf:1: COMPLETION OF EXISTING DRAINAGE SURVEYS AND
R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 8 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000009_C01.pdf:1: PROPOSED DRAINAGE LAYOUT
R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 1 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000002_C01.pdf:1: Construction 7. DRAINAGE HAS BEEN DESIGNED TO HIGHWAYS ALIGNMENT
R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 1 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000002_C01.pdf:1: HS/HDG/004 - DRAINAGE IN ASBESTOS CONTAINING GROUND SAFETY RISKS.
R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 1 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000002_C01.pdf:1: COMPLETION OF EXISTING DRAINAGE SURVEYS AND
R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 1 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000002_C01.pdf:1: PROPOSED DRAINAGE LAYOUT
R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 7 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000008_C01.pdf:1: Construction 7. DRAINAGE HAS BEEN DESIGNED TO HIGHWAYS ALIGNMENT
R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 7 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000008_C01.pdf:1: COMPLETION OF EXISTING DRAINAGE SURVEYS AND
R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 7 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000008_C01.pdf:1: PROPOSED DRAINAGE LAYOUT
R-2021-0725-CD-Compliance Decision Notice.pdf:1:PROPOSAL: DISCHARGE OF CONDITION 8 (FINISHED LEVELS & DRAINAGE
R-2021-0725-CD-Compliance Decision Notice.pdf:2:Proposal: DISCHARGE OF CONDITION 8 (FINISHED LEVELS & DRAINAGE
R-2021-0725-CD-Compliance Decision Notice.pdf:2: surface water drainage have been submitted to and approved by the Local
R-2021-0725-CD-Compliance Decision Notice.pdf:2: any works commencing on site as it relates to drainage details which are
R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 3 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000003_C02).pdf:1: SPECIFICATION AND DRAINAGE SCHEDULE. SHOULD
R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 3 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000003_C02).pdf:1: 7. FOR HIGHWAY DRAINAGE NETWORK DETAILS REFER TO
R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 3 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000003_C02).pdf:1: - EXISTING DRAINAGE SYSTEM
R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 3 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000003_C02).pdf:1: INVERT LEVEL - PROPOSED HIGHWAY DRAINAGE SYSTEM (CARRIER
R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 3 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000003_C02).pdf:1: HS/HDG/004 - DRAINAGE IN ASBESTOS CONTAINING GROUND
R-2021-0725-CD-Compliance Officer Report 0725.pdf:1: LEVELS & DRAINAGE DETAILS) OF PLANNING
R-2021-0725-CD-Compliance Officer Report 0725.pdf:1:surface water drainage have been submitted to and approved by the Local Planning
R-2021-0725-CD-Compliance Officer Report 0725.pdf:1:works commencing on site as it relates to drainage details which are often the first
R-2021-0725-CD-Compliance Officer Report 0725.pdf:1:Detailed layout plans and drainage details submitted to the Local Planning
R-2021-0725-CD-HOLME BECK PIPED CULVERT SOUTH SECTION CH 0.000 TO 25.000 - STDC_HWY-ATK-HDG-PR-DR-CH-000001_C02.pdf:1: KEY - DRAINAGE :
R-2021-0725-CD-HOLME BECK PIPED CULVERT SOUTH SECTION CH 0.000 TO 25.000 - STDC_HWY-ATK-HDG-PR-DR-CH-000001_C02.pdf:1: HOLME BECK WATERCOURSE. REFER TO DWGS: EXISTING DRAINAGE SYSTEM
R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 6 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000007_C01.pdf:1: Construction 7. DRAINAGE HAS BEEN DESIGNED TO HIGHWAYS ALIGNMENT
R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 6 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000007_C01.pdf:1: COMPLETION OF EXISTING DRAINAGE SURVEYS AND
R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 6 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000007_C01.pdf:1: PROPOSED DRAINAGE LAYOUT
R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 4 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000005_C01.pdf:1: WATERCOURSE 7. DRAINAGE HAS BEEN DESIGNED TO HIGHWAYS ALIGNMENT
R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 4 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000005_C01.pdf:1: NW ! COMPLETION OF EXISTING DRAINAGE SURVEYS AND
R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 4 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000005_C01.pdf:1: HS/HDG/004 - DRAINAGE IN ASBESTOS CONTAINING GROUND ER-08 SOUTH TEES
R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 4 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000005_C01.pdf:1: Ø PROPOSED DRAINAGE LAYOUT
R-2021-0725-CD-63262-01 Teesworks - Discharge of Condition 8 (Access)(1).pdf:1:Condition 8 relates to the details of final finished levels and surface water drainage, and states
R-2021-0725-CD-63262-01 Teesworks - Discharge of Condition 8 (Access)(1).pdf:1:“No development shall commence until details of final finished levels and surface water drainage have been
R-2021-0725-CD-63262-01 Teesworks - Discharge of Condition 8 (Access)(1).pdf:1:to the drainage scheme and proposed levels. It is considered that this information is sufficient to fully
R-2021-0725-CD-63262-01 Teesworks - Discharge of Condition 8 (Access)(1).pdf:3: PROPOSED DRAINAGE LAYOUT KEY & NOTES STDC_HWY-ATK-HDG-PR-DR-CD-000001_C01
R-2021-0725-CD-63262-01 Teesworks - Discharge of Condition 8 (Access)(1).pdf:3: PROPOSED DRAINAGE LAYOUT SHEET 1 OF 9 STDC_HWY-ATK-HDG-PR-DR-CD-000002_C01
R-2021-0725-CD-63262-01 Teesworks - Discharge of Condition 8 (Access)(1).pdf:3: PROPOSED DRAINAGE LAYOUT SHEET 2 OF 9 STDC_HWY-ATK-HDG-PR-DR-CD-000003_C01
R-2021-0725-CD-63262-01 Teesworks - Discharge of Condition 8 (Access)(1).pdf:3: PROPOSED DRAINAGE LAYOUT SHEET 3 OF 9 STDC_HWY-ATK-HDG-PR-DR-CD-000004_C01
R-2021-0725-CD-63262-01 Teesworks - Discharge of Condition 8 (Access)(1).pdf:3: PROPOSED DRAINAGE LAYOUT SHEET 4 OF 9 STDC_HWY-ATK-HDG-PR-DR-CD-000005_C01
R-2021-0725-CD-63262-01 Teesworks - Discharge of Condition 8 (Access)(1).pdf:3: PROPOSED DRAINAGE LAYOUT SHEET 5 OF 9 STDC_HWY-ATK-HDG-PR-DR-CD-000006_C01
R-2021-0725-CD-63262-01 Teesworks - Discharge of Condition 8 (Access)(1).pdf:3: PROPOSED DRAINAGE LAYOUT SHEET 6 OF 9 STDC_HWY-ATK-HDG-PR-DR-CD-000007_C01
R-2021-0725-CD-63262-01 Teesworks - Discharge of Condition 8 (Access)(1).pdf:3: PROPOSED DRAINAGE LAYOUT SHEET 7 OF 9 STDC_HWY-ATK-HDG-PR-DR-CD-000008_C01
R-2021-0725-CD-63262-01 Teesworks - Discharge of Condition 8 (Access)(1).pdf:3: PROPOSED DRAINAGE LAYOUT SHEET 8 OF 9 STDC_HWY-ATK-HDG-PR-DR-CD-000009_C01
R-2021-0725-CD-63262-01 Teesworks - Discharge of Condition 8 (Access)(1).pdf:3: PROPOSED DRAINAGE LAYOUT SHEET 9 OF 9 STDC_HWY-ATK-HDG-PR-DR-CD-000010_C01
R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 9 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000010_C01.pdf:1: 7. DRAINAGE HAS BEEN DESIGNED TO HIGHWAYS ALIGNMENT
R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 9 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000010_C01.pdf:1: RE-ALIGNED HOLME BECK PIPED COMPLETION OF EXISTING DRAINAGE SURVEYS AND
R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 9 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000010_C01.pdf:1: HS/HDG/004 - DRAINAGE IN ASBESTOS CONTAINING GROUND
R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 9 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000010_C01.pdf:1: Decommissioning / Demolition PROPOSED DRAINAGE LAYOUT
R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 2 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000003_C01.pdf:1: Construction 7. DRAINAGE HAS BEEN DESIGNED TO HIGHWAYS ALIGNMENT
R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 2 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000003_C01.pdf:1: HS/HDG/004 - DRAINAGE IN ASBESTOS CONTAINING GROUND SAFETY RISKS.
R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 2 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000003_C01.pdf:1: COMPLETION OF EXISTING DRAINAGE SURVEYS AND
R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 2 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000003_C01.pdf:1: MATERIALS PROPOSED DRAINAGE LAYOUT
R-2021-0725-CD-HOLME BECK WATERCOURSE OTHER STANDARD DETAIL (STDC_HWY-ATK-HDG-PR-DE-CD-000003_C02).pdf:1: 2. FOR HIGHWAY DRAINAGE DETAILED KEY & NOTES REFER TO
R-2021-0725-CD-HOLME BECK WATERCOURSE OTHER STANDARD DETAIL (STDC_HWY-ATK-HDG-PR-DE-CD-000003_C02).pdf:1: 3. FOR HIGHWAY DRAINAGE LAYOUT REFER TO DRAWINGS:
R-2021-0725-CD-HOLME BECK WATERCOURSE OTHER STANDARD DETAIL (STDC_HWY-ATK-HDG-PR-DE-CD-000003_C02).pdf:1: 7. TO BE READ IN CONJUNCTION WITH THE DRAINAGE AND
R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 2 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000002_C02).pdf:1: SPECIFICATION AND DRAINAGE SCHEDULE. SHOULD
R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 2 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000002_C02).pdf:1: 7. FOR HIGHWAY DRAINAGE NETWORK DETAILS REFER TO
R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 2 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000002_C02).pdf:1: - EXISTING DRAINAGE SYSTEM
R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 2 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000002_C02).pdf:1: - PROPOSED HIGHWAY DRAINAGE SYSTEM (CARRIER
R-2021-0725-CD-SUDS AND RIVER RESTORATION PLAN AND SECTION 2 OF 3 (STDC_HWY-ATK-HDG-PR_XS-DR-CD-000002_C02).pdf:1: N MAINTENANCE MAINTENANCE HS/HDG/004 - DRAINAGE IN ASBESTOS CONTAINING GROUND
R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 3 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000004_C01.pdf:1: 7. DRAINAGE HAS BEEN DESIGNED TO HIGHWAYS ALIGNMENT
R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 3 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000004_C01.pdf:1: HS/HDG/004 - DRAINAGE IN ASBESTOS CONTAINING GROUND SAFETY RISKS.
R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 3 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000004_C01.pdf:1: COMPLETION OF EXISTING DRAINAGE SURVEYS AND
R-2021-0725-CD-PROPOSED DRAINAGE LAYOUT SHEET 3 OF 9 - STDC_HWY-ATK-HDG-PR-DR-CD-000004_C01.pdf:1: PROPOSED DRAINAGE LAYOUT
R-2021-0725-CD-HOLME BECK WATERCOURSE DITCH AND DETENTION BASIN (STDC_HWY-ATK-HDG-PR-DE-CD-000002_C02).pdf:1: (1:3 SIDE SLOPE) 2. FOR HIGHWAY DRAINAGE DETAILED KEY & NOTES REFER TO
R-2021-0725-CD-HOLME BECK WATERCOURSE DITCH AND DETENTION BASIN (STDC_HWY-ATK-HDG-PR-DE-CD-000002_C02).pdf:1: 3. FOR HIGHWAY DRAINAGE LAYOUT REFER TO DRAWINGS:
R-2021-0725-CD-HOLME BECK WATERCOURSE DITCH AND DETENTION BASIN (STDC_HWY-ATK-HDG-PR-DE-CD-000002_C02).pdf:1: FOR EARTHWORKS BUILD UP REFER TO DRAWING 1 3 COMPLETION OF EXISTING DRAINAGE SURVEYS AND
R-2021-0725-CD-HOLME BECK WATERCOURSE DITCH AND DETENTION BASIN (STDC_HWY-ATK-HDG-PR-DE-CD-000002_C02).pdf:1: HOLME BECK DITCH DETAIL (UN-LINED) 12. TO BE READ IN CONJUNCTION WITH THE DRAINAGE AND
R-2021-0725-CD-HOLME BECK WATERCOURSE DITCH AND DETENTION BASIN (STDC_HWY-ATK-HDG-PR-DE-CD-000002_C02).pdf:1: LOCATIONS AS SHOWN ON DRAINAGE DRAWINGS FOR A3 C02 MT DS DMA DS 21/05/21
R-2020-0743-CD-Redcar - MPA Area Summary.pdf:3: Features Planned drainage channels
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:27:The Wood “Flood Risk Assessment and Drainage Strategy Flood Risk Assessment and Drainage Strategy”
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:27:The Wood “Flood Risk Assessment and Drainage Strategy Flood Risk Assessment and Drainage Strategy”
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:8: • Former Steelworks land, South Tees – Flood Risk Assessment and Drainage Strategy,
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:23:The Wood “Flood Risk Assessment and Drainage Strategy Flood Risk Assessment and Drainage
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:26:surfaces with covers and suitable drainage to collect and dispose of waters. Validation testing of these
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:27:either via direct disposal to site foul drainage under discharge consent, via on site treatment and
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:27:discharge to foul drainage under consent, or by tankerage and disposal from site. Any temporary
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:31:to provide temporary drainage facilities and protection measures (such as silt fences) as necessary to
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:31:drainage silt trap / settlement tank, or similar, to remove solids and fines from the water. Any further
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:33: • Surface water drainage,
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:34: disposal, re-infiltration or disposal under consent to foul drainage network.
R-2023-0224-CD-Ulticolour Brochure.pdf:2:quality and durability in a access to high quality aggregates asphalt for improved drainage and offers architects and urban planners
R-2023-0224-CD-Ulticolour Brochure.pdf:3: of applications from play areas and pedestrian of coloured aggregates and our specialist production POROUS, a high drainage surface to
R-2023-0224-CD-Ulticolour Brochure.pdf:5: Porous 10mm sustainable drainage
R-2023-0224-CD-Ulticolour Brochure.pdf:6: that resist surface wear. for improved drainage or as pre- trafficking just as quickly too. How do I carry out repairs Yorkshire, North East
R-2023-0224-CD-50134151_1_CPP.pdf:3:5.12.1 Water Runoff and Drainage …………………………………………………………………………………………………………………. 40
R-2023-0224-CD-50134151_1_CPP.pdf:8: Install construction drainage
R-2023-0224-CD-50134151_1_CPP.pdf:40: Choosing a dry / naturally drained location for stockpiling or providing drainage
R-2023-0224-CD-50134151_1_CPP.pdf:40:5.12.1 Water Runoff and Drainage
R-2023-0224-CD-50134216_1_CEMP.pdf:13:including ponds, lagoons, drainage channels and culverts. These are considered to be ephemeral, although
R-2023-0224-CD-50134216_1_CEMP.pdf:13:localised poor drainage. The former course of Holme Beck runs immediately to the west of the site in 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: drainage system.
R-2023-0224-CD-50134216_1_CEMP.pdf:14: from all drainage channels / culverts or water bodies or anywhere at risk
R-2023-0224-CD-50134216_1_CEMP.pdf:15: drainage system of bunds shall be sealed with no discharge to any water
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:1:DRAINAGE STRATEGY
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:2:DRAINAGE STRATEGY REPORT
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:3:4.0 EXISTING DRAINAGE ………………………………………………………………………… 8
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:3:7.0 DRAINAGE OPERATIONS AND MAINTENANCE REQUIREMENTS ………. 18
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:3:9.0 PHASING OF PROPOSED DRAINAGE SYSTEMS……………………………….. 21
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:3:DRAINAGE STRATEGY REPORT
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:4:drainage strategy and design for a proposed Energy from Waste (EfW) Facility to be located
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:4:DRAINAGE STRATEGY REPORT
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:5:drainage design for the Tees Valley Energy from Waste Facility.
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:5:DRAINAGE STRATEGY REPORT
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:6:relation to the design of the proposed drainage systems.
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:6:3.2 Condition 9: Surface water drainage scheme
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:6:surface water drainage scheme and the development shall be completed in accordance with
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:6:The design of the drainage scheme shall include:
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:6: iii) Full Micro Drainage design files (mdx files) including a catchment plan;
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:6:3.3 Condition 10: Surface Water Drainage Management Plan
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:6:with the Local Planning Authority, details of a Surface Water Drainage Management Plan shall
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:6: i) The timetable and phasing for construction of the drainage system
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:6:DRAINAGE STRATEGY REPORT
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:7:surface water drainage scheme has been submitted to and approved by the Local Planning
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:7:DRAINAGE STRATEGY REPORT
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:8:4.0 EXISTING DRAINAGE
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:8:currently been undertaken. In relation to the proposed design of site drainage systems, the
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:8:4.1 Existing Drainage Flow Rates
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:8:extents within their calculations. This report considers the proposed drainage provisions within
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:8:the site boundary only. It is noted that drainage provisions within the adjacent highway
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:8:4.2 Existing Drainage Infrastructure
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:8:It is understood that any private drainage within the site has been abandoned or removed as
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:8:DRAINAGE STRATEGY REPORT
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:9:surface water drainage system has been undertaken to provide a sustainable solution,
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:9:within the surface water drainage system has been calculated to be circa 4,000 m3. The
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:9:5.1 General Drainage Design Parameters
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:9:methods considered best practice, the following parameters have been applied to drainage
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:9:• Where possible, drainage design should work towards mimicking greenfield run-off
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:9:5.2 Surface Water Drainage Objectives and constraints
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:9:Site investigations including boreholes and trenches have identified that drainage infiltration
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:9:DRAINAGE STRATEGY REPORT
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:10:A surface water drainage design has been undertaken for the project and detailed drawings
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:10:across the site via a range of rainwater pipes (both gravity and siphonic), gullies, drainage
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:10:Figure 5.1 presents a summary of the various surface water drainage features being included
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:10:DRAINAGE STRATEGY REPORT
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:11: Figure 5.1 – Proposed Surface Water Drainage Strategy
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:11: within the surface water drainage systems to accommodate a 1 in 30 year storm event. The
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:11: DRAINAGE STRATEGY REPORT
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:12:the estimated out of sewer flooding (modelled using Micro-drainage Floodflow software) within
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:12:the Q100 design event. Out of sewer water is shown to accumulate along drainage valley
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:12:5.6 Drainage to Oil/Ammonia Delivery Area
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:12:drainage solution. The solution proposed comprises of a dedicated drainage channel/gully
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:12:drainage system. Surface water collected from this area shall drain through a valve chamber,
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:12:DRAINAGE STRATEGY REPORT
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:13:5.7 Drainage to External Storage Bunds
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:13:the adjacent surface water drainage systems. Oil detection sensors, will be provided where
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:13:surface water drainage system and ultimately pass through an oil separator, prior to discharge
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:13:5.8 Sustainable Drainage Systems
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:13:DRAINAGE STRATEGY REPORT
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:14: provide water retention and effectively slow down the release to the positive drainage
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:14:be provided across the surface water drainage network to intercept suspended silt close to
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:14:separators, bespoke drainage solutions for oil/chemical delivery and storage areas and an
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:14:automatic site shut-off valve to allow the site drainage system to be isolated from the receiving
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:14:DRAINAGE STRATEGY REPORT
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:15:generated from the proposed site activities. A dedicated closed drainage system shall be
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:15:Process drainage pipework shall be designed to cater for high temperatures and chemical
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:15:composition as per process requirements. The areas where such drainage systems will be
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:15:DRAINAGE STRATEGY REPORT
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:16:will be collected via a proposed foul drainage system and discharged to a pumping station.
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:16:of the site away from the proposed foul drainage system. The pumping station will pump flows
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:16:to the proposed foul drainage network.
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:16:The foul drainage system has been designed to the relevant British Standards for the
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:16:as part of the general drainage maintenance programme for the developement.
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:16:The propopsed foul drainage system is designed to convey peak flows from the proposed
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:16:Figure 6.1 presents a summary of the various foul water drainage features being included as
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:16:DRAINAGE STRATEGY REPORT
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:17: to existing drainage
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:17: DRAINAGE STRATEGY REPORT
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:18:7.0 DRAINAGE OPERATIONS AND MAINTENANCE
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:18:water drainage design:
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:18:• Drainage Channels
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:18:cleaning, operation and maintenance of the drainage elements until completion of the project.
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:18:DRAINAGE STRATEGY REPORT
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:19:The following section aims to outline the below ground drainage elements within the proposed
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:19:8.3 Gullies and Drainage Channels
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:19:Gullies and drainage channels are proposed across the scheme to collect surface water.
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:19:within the surface water drainage system. The silt pits shall be regularly cleaned out in
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:19:DRAINAGE STRATEGY REPORT
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:20:which shall effectively be able to isolate the site drainage system from external receiving
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:20:There are a number of drainage sewers proposed to be installed beneath the proposed
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:20:building to convey foul drainage flows into the sitewide systems from the process drainage
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:20:network and sanitary drainage.
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:20:The installation of the drainage below the building footprint shall be undertaken in a
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:20:considerate and sensitive manner. The drainage shall consist of robust materials, class H
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:20:concrete or cast iron. The integrity of the drainage shall be checked at time of construction
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:20:DRAINAGE STRATEGY REPORT
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:21:9.0 PHASING OF PROPOSED DRAINAGE SYSTEMS
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:21:The phasing of the drainage installation across the site shall be developed in agreement with
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:21:A construction phase drainage system shall be designed to serve the site during initial
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:21:Process drainage shall be encompassed within the proposed floor slabs across the facility and
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:21:DRAINAGE STRATEGY REPORT
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:22:water drainage design for the proposed Tees Valley Energy from Waste facility, Grangetown.
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:22:The proposed surface water and foul water drainage systems have resulted in sustainable
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:22:and robust drainage systems.
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:22:Dedicated drainage solutions have also been designed to accommodate a series of external
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:22:for re-use. The process drainage shall be a closed system and no discharge to external site
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:22:drainage systems shall be permitted.
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:22:DRAINAGE STRATEGY REPORT
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:23: PROPOSED DRAINAGE DRAWINGS
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:23: MICRO DRAINAGE CALCULATIONS
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:23:DRAINAGE STRATEGY REPORT
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:24:DRAINAGE STRATEGY REPORT
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:25:DRAINAGE STRATEGY REPORT
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:27:DRAINAGE STRATEGY REPORT
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:28:the basis for setting consents for the drainage of surface water runoff from sites.
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:28:Hydrological characteristics the blockage risk is addressed by using appropriate drainage
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:28:operational characteristics of any drainage scheme.
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:29:DRAINAGE STRATEGY REPORT
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:36:DRAINAGE STRATEGY REPORT
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:38:DRAINAGE STRATEGY REPORT
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:85:DRAINAGE STRATEGY REPORT
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:87:DRAINAGE STRATEGY REPORT
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:88:Drainage Maintenance Maintenance Activity Regularity Date of Inspection/ Inspected/
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:88:Drainage Channels Site Operator
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:89:Drainage Maintenance Maintenance Activity Regularity Date of Inspection/ Inspected/
R-2023-0224-CD-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:90:Drainage Maintenance Maintenance Activity Regularity Date of Inspection/ Inspected/
R-2023-0224-CD-GrasscreteBrochure.pdf:3: • Laybys / pull ins • Drainage channels
R-2023-0224-CD-GrasscreteBrochure.pdf:3: • SUDS (sustainable urban drainage system) • Spillways
R-2023-0224-CD-GrasscreteBrochure.pdf:6: • Reduces on and offsite drainage requirements
R-2023-0224-CD-GrasscreteBrochure.pdf:7:sustainable drainage technology(SUDS)
R-2023-0224-CD-GrasscreteBrochure.pdf:7: drainage technology 7
R-2023-0224-CD-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf:13: habitat through on-Site drainage and interception. The pond will
R-2023-0224-CD-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf:15: Sustainable Drainage Scheme range of invertebrates, but may also
R-2023-0224-CD-ECL.007.04.01CEMP-ANNEX.3 Issue 2.pdf:7: stockpiles are to be located away from watercourses and drainage system, and
R-2023-0224-CD-Consultee Response - LLFA.pdf:1:ENVIRONMENTAL MANAGEMENT PLAN) 8 (FOUL DRAINAGE) 9 (SURFACE WATER DRAINAGE DETAILS) 10 (SURFACE
R-2023-0224-CD-Consultee Response - LLFA.pdf:1:WATER DRAINAGE MANAGEMENT PLAN) 11 (SUDS MAINTENANCE) 12 (FLOOR LEVELS) 13 (BIO DIVERSITY
R-2023-0224-CD-Decision Notice_R20190767OOM(4).pdf:4: installation of the approved foul water drainage Infrastructure.
R-2023-0224-CD-Decision Notice_R20190767OOM(4).pdf:4: submitted and approved of the surface water drainage scheme and the
R-2023-0224-CD-Decision Notice_R20190767OOM(4).pdf:4: The design of the drainage scheme shall include;
R-2023-0224-CD-Decision Notice_R20190767OOM(4).pdf:4: (iii) Full Micro Drainage design files (mdx files) including a catchment plan
R-2023-0224-CD-Decision Notice_R20190767OOM(4).pdf:5: installation of the approved surface water drainage Infrastructure.
R-2023-0224-CD-Decision Notice_R20190767OOM(4).pdf:5: Water Drainage Management Plan shall be submitted and approved by the
R-2023-0224-CD-Decision Notice_R20190767OOM(4).pdf:5: (i) The timetable and phasing for construction of the drainage system
R-2023-0224-CD-Decision Notice_R20190767OOM(4).pdf:5: installation of the approved surface water drainage Infrastructure.
R-2023-0224-CD-Decision Notice_R20190767OOM(4).pdf:5: Plan for the surface water drainage scheme has been submitted to and
R-2023-0224-CD-Decision Notice_R20190767OOM(4).pdf:5: REASON: To ensure that the surface water drainage Infrastructure is
R-2023-0224-CD-Decision Notice_R20190767OOM(4).pdf:7: Drainage
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:2: Section 2 Site Preparation, Excavation & Drainage
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:2: 2.7 Installation of Sub-Drainage System
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:9:Drainage
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:9: 2.7 Installation of Sub-Drainage System
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:10: conditions and in particular the drainage characteristics of the existing soil. Additional
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:10: drainage may be required per the engineer’s design.
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:11: Allow for granular base course layer and, where applicable, drainage layer.
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:13: Sub-Base Course / Drainage Layer4
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:13: Sub-Base Course / Drainage Layer4
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:13: course/drainage layer, the base course and the pavement.
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:13: 5. Sub-base course/drainage layer per engineers specifications. 4” (100 mm) minimum depth of a compactable angular
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:13: aggregate, placed on a geogrid or filter fabric, based on project design requirements. Compact sub-base/drainage layer
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:16: Installation of Sub-Drainage
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:16: Install sub-drainage piping as per drawing layout and elevations.
R-2023-0224-CD-ArborSystem-Manual-2019.pdf:24: Existing drainage services / inspection chambers, light pole bases and footings.
R-2023-0224-CD-ApplicationFormRedacted.pdf:4: Condition 9 - Surface Water Drainage Scheme
R-2023-0224-CD-ApplicationFormRedacted.pdf:4: Condition 10 - Surface Water Drainage Management Plan
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_2of3.pdf:2:Flood Risk Assessment and Drainage Strategy
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_2of3.pdf:4:Flood Risk Assessment and Drainage Strategy
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_2of3.pdf:6:Flood Risk Assessment and Drainage Strategy
R-2023-0247-OOM-TV_BAF_Landscape_and_Visual_Appraisal_Part_1of2.pdf:45: multifunctional sustainable drainage and natural flood risk management.
R-2023-0247-OOM-TV_BAF_Landscape_and_Visual_Appraisal_Part_1of2.pdf:53: townscape elements such as topography, drainage, land use, development,
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:14: site (ponds, lagoons, drainage channels and culverts). Within the Stantec desk study that is specific to
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:14: as the common reed are recorded and likely to be the result of localised poor drainage.
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:18: Building materials used below ground level (e.g. foundations, drainage structures,
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:18: sustainable drainage Areas of soft landscaping and sustainable drainage solutions forming part of the
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:20: (construction direct contact with foundations or drainage structures. Services may be affected by direct contact with aggressive soils or influx of contaminated
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:22: structures, soft landscaping and drainage has not been finalised.
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:25: Information on drainage and landscaping has not been finalised at this point.
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:35: Building materials used below ground level (e.g. foundations, drainage structures,
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:35: Areas of soft landscaping and sustainable drainage solutions forming part of the
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:38: (construction foundations or drainage structures. Services may be affected by direct contact with aggressive soils or influx of contaminated
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:42: foundations, below ground structures, drainage, soft landscaping and SuDS (localised permeable
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:42: the excavation of any below ground structures, drainage channels, other utilities and SuDS in line
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:42: with the watching brief and verification for deeper structures, drainage and landscaping aspects of
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:47: urban Drainage Systems (SuDS) is recommended for the proposed development. The SuDS options
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:47: are presented in the Flood Risk Assessment and Drainage Strategy, which is submitted to RCBC as
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:49: disposal, re-infiltration or disposal under consent to foul drainage network; and
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_3of3.pdf:2:Flood Risk Assessment and Drainage Strategy
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_3of3.pdf:3:the drainage of surface water runoff from sites.
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_3of3.pdf:3:SAAR (mm): 600 600 drainage elements.
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_3of3.pdf:3:organisation for the use of this data in the design or operational characteristics of any drainage scheme.
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_3of3.pdf:4:Flood Risk Assessment and Drainage Strategy
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_3of3.pdf:5:of drainage systems. It is recommended that hydraulic modelling software is used to calculate
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_3of3.pdf:5:volume requirements and design details before finalising the design of the drainage scheme.
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_3of3.pdf:6:any other organisation for the use of these data in the design or operational characteristics of any drainage scheme.
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:9:3.10 Within the BA storage bays there will be drainage channels cut into the floor, with
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:9: purpose-built impermeable surface with sealed drainage.
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:15: and BA Facility sites have no existing foul or surface water drainage connections,
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:15: and / or runs off to adjacent roads and sites. The primary drainage feature
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:15: drainage into a largely impermeable area, which will therefore increase surface
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:15: water runoff rates. The Flood Risk Assessment and Drainage Strategy that
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:15: mean annual (Qbar) rate (estimated to be 34 l/s). The surface water drainage
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:16: assessment and drainage strategy to address flooding and drainage in
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:30: sealed drainage. Any run-off from the BA or storage surfaces will be directed to
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:31: previously, this issue is addressed through the drainage strategy and flood risk
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:33: water drainage strategy incorporating attenuation solutions and restricting
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:33: • Adjacent projects are expected to incorporate their own drainage
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:36: • Flood risk assessment and drainage strategy
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:50: drainage system for surface and foul water. Details of the drainage strategy are
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:51: implemented. The scheme would also contribute to sustainable drainage and
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:56: landscape planting, ecological enhancement and a sustainable urban drainage
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:57: • Drainage – a proposed surface water drainage strategy for the developed site
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:61: sustainable drainage systems (SuDS) attenuation volumes has not been
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:61: kerbed drainage, gullies and carrier pipes.
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:61:3.39 In the event of a fire, all firewater will be collected through the drainage systems.
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:61: Site drainage for external areas will be fitted with an isolation (penstock) valve to
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:61: prevent the discharge of firewater from the surface water drainage system.
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:61:3.40 A more detailed description of the surface water drainage arrangements for the
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:61: site and flood risk is included within the Sustainable Urban Drainage Systems
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:61: surface water drainage system that allows for climate change, measures to
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:84: pond which serves as part of a sustainable drainage system, which will also
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:90: ground structures, sustainable drainage systems (SuDS) and soft landscaping).
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:94: flooding off-site, assuming adherence to a drainage strategy designed to mitigate
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:95: conveyance routes and drainage blankets where necessary to maintain
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:96:8.20 In 2023, the Sustainable Urban Drainage Systems Technical Note by Ramboll
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:138: following the implementation of a drainage strategy, therefore no significant
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:139: drainage strategy incorporating attenuation solutions and restricting runoff rates.
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:139: incorporate their own drainage strategies. The agreed discharges are also unlikely
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:148: During the placement of the new surface water drainage system, oil-water
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:148: The proposed drainage system incorporates design features to remove silt and
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:149: The development will incorporate a Drainage Strategy appropriate to the site to storm event, including 40% allowance for climate change
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:149: reduce runoff rates as set out in the FRA and Surface Water Drainage Strategy, without causing any flooding to the site. Any exceedance
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:150: The drainage design takes account of climate change and such that water
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:1:and Drainage Strategy
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:2:AND DRAINAGE STRATEGY
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:3:FLOOD RISK ASSESSMENT AND DRAINAGE STRATEGY
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:3:Description Flood Risk Assessment and Drainage Strategy
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:4:Flood Risk Assessment and Drainage Strategy
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:4:3.10 Existing Drainage 8
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:4:5. OUTLINE SURFACE WATER DRAINAGE STRATEGY 11
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:4:6. OUTLINE FOUL WATER DRAINAGE STRATEGY 16
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:4:6.1 Existing Foul Drainage 16
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:4:6.4 Summary of Proposed Foul Drainage 16
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:5:Flood Risk Assessment and Drainage Strategy
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:6:Flood Risk Assessment and Drainage Strategy
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:6: referred to as the ‘Applicant’) to prepare flood risk assessment, outline drainage strategy and
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:6: outline foul drainage strategy for the proposed development of a Bottom Ash (BA) Facility on site
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:7:Flood Risk Assessment and Drainage Strategy
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:8:Flood Risk Assessment and Drainage Strategy
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:9:Flood Risk Assessment and Drainage Strategy
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:10:Flood Risk Assessment and Drainage Strategy
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:11:Flood Risk Assessment and Drainage Strategy
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:12:Flood Risk Assessment and Drainage Strategy
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:12: not yet entered a watercourse, drainage system or public sewer.
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:13:Flood Risk Assessment and Drainage Strategy
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:13:3.10 Existing Drainage
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:13: The primary drainage features near to the site are the Holme Beck culvert and the Knitting Wife
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:13: Beck. No current drainage connections from the site to these features have been identified.
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:14:Flood Risk Assessment and Drainage Strategy
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:14: drainage flood risk
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:15:Flood Risk Assessment and Drainage Strategy
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:15: The existing site is brownfield with no positive drainage network present. As a result of the
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:15: future as a result of the effects of climate change. Therefore, a drainage strategy needs to be
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:15: The drainage strategy is outlined in Section 5.
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:16:Flood Risk Assessment and Drainage Strategy
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:16:5. OUTLINE SURFACE WATER DRAINAGE STRATEGY
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:16: Surface water drainage systems need to be developed in line with sustainable development
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:16: collectively referred to as Sustainable Drainage Systems (SuDS). The objective of SuDS is to
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:16: amenity and biodiversity opportunities. Surface water sustainable drainage systems will be
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:16: The disposal of surface water drainage from the proposed development will be in accordance with
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:16: the following drainage hierarchy, each of which has been considered in turn:
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:16: by means of Sustainable Urban Drainage Systems. Because the site layout of the proposed
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:16: Following the aforementioned drainage priorities, it is proposed to attenuate surface water runoff
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:16: practicality and location of ponds and open drainage features for attenuation cannot be
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:17:Flood Risk Assessment and Drainage Strategy
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:17: Sustainable Drainage Systems (SuDS) is recommended. The SuDS options potentially available
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:18:Flood Risk Assessment and Drainage Strategy
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:19:Flood Risk Assessment and Drainage Strategy
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:20:Flood Risk Assessment and Drainage Strategy
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:21:Flood Risk Assessment and Drainage Strategy
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:21:6. OUTLINE FOUL WATER DRAINAGE STRATEGY
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:21:6.1 Existing Foul Drainage
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:21: The site and immediate surroundings are unoccupied and there are no foul drainage connections
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:21:6.4 Summary of Proposed Foul Drainage
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:21: The proposed foul drainage has been based on currently available information and should be
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:21: Once the proposed foul drainage design has been finalised, a connection application should be
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:22:Flood Risk Assessment and Drainage Strategy
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:22: outline surface water drainage strategy and an outline foul drainage strategy for the proposed
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:22: drainage strategy is implemented to manage the increase in runoff discharge resulting from the
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:22: The outline surface water drainage strategy proposes to attenuate runoff discharge on site and to
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:22: The outline foul water drainage strategy proposes connections to be made to the existing
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:23:Flood Risk Assessment and Drainage Strategy
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:25:Flood Risk Assessment and Drainage Strategy
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:27:Flood Risk Assessment and Drainage Strategy
R-2023-0247-OOM-TV_BAF_Planning_and_Design_Statement.pdf:9: • Flood risk assessment and drainage strategy
R-2023-0247-OOM-TV_BAF_Planning_and_Design_Statement.pdf:13: drainage strategy to address flooding and drainage in accordance with national
R-2023-0247-OOM-TV_BAF_Planning_and_Design_Statement.pdf:14:3.11 Drainage channels cut into the floor of the storage bays will capture water runoff
R-2023-0247-OOM-TV_BAF_Planning_and_Design_Statement.pdf:15: constructed on a purpose-built impermeable surface with sealed drainage.
R-2023-0247-OOM-TV_BAF_Planning_and_Design_Statement.pdf:21: with a sealed drainage system, full details of which will be provided within the
R-2023-0247-OOM-TV_BAF_Planning_and_Design_Statement.pdf:29: risk area. The proposed drainage strategy makes allowance for climate change.
R-2023-0247-OOM-TV_BAF_Planning_and_Design_Statement.pdf:37: sought towards open space, education and community facilities, drainage and
R-2023-0247-OOM-TV_BAF_Planning_and_Design_Statement.pdf:40: water drainage strategy is also proposed, with further details to be provided at
R-2023-0247-OOM-TV_BAF_Planning_and_Design_Statement.pdf:41: water flooding is low and should remain low assuming a drainage strategy is
R-2023-0247-OOM-TV_BAF_Planning_and_Design_Statement.pdf:42:5.132. The outline surface water drainage strategy proposes to attenuate runoff
R-2023-0247-OOM-TV_BAF_Shadow_HRA.pdf:11:3.9 Within the internal BA storage bays there will be drainage channels cut into
R-2023-0247-OOM-TV_BAF_Shadow_HRA.pdf:11: Drainage Systems (SUDS). This stored water will be discharged into the
R-2023-0247-OOM-TV_BAF_Shadow_HRA.pdf:12: impermeable surface with sealed drainage.
R-2023-0247-OOM-TV_BAF_Shadow_HRA.pdf:19: urban Drainage Systems (SuDS). This stored water will be discharged into
R-2023-0247-OOM-TV_BAF_Shadow_HRA.pdf:25:7.3 A more detailed description of the surface water drainage arrangements for
R-2023-0247-OOM-TV_BAF_Shadow_HRA.pdf:25:7.4 The implementation of an appropriate surface water drainage strategy is
R-2023-0247-OOM-TV_BAF_Shadow_HRA.pdf:25: the site once operational the surface water drainage strategy will need to be
R-2023-0247-OOM-ApplicationFormRedacted.pdf:9: Sustainable drainage system
R-2021-0316-VC-Officer report _R20210316VC.pdf:1: • Flood Risk Assessment and Drainage Strategy Adendum
R-2021-0316-VC-Officer report _R20210316VC.pdf:3:The FRA and Drainage strategy as updated shall be conditioned as approved
R-2021-0316-VC-Officer report _R20210316VC.pdf:5:An updated Flood Risk Assessment (FRA) and Drainage Strategy Addendum
R-2021-0316-VC-Officer report _R20210316VC.pdf:8: assessment and drainage strategies (June 2019, Wood and January
R-2021-0316-VC-Officer report _R20210316VC.pdf:8: Assessment and Drainage Strategy Docs ref. 41825-WOOD-XX-XX-RP-
R-2021-0316-VC-Officer report _R20210316VC.pdf:8: Tees Site Company Stockpile 5, FRA and Drainage Strategy Addendum,
R-2021-0316-VC-Officer report _R20210316VC.pdf:8: and Drainage Strategy Addendum, First Issue, April 2021, (FAO-JBAU-
R-2021-0316-VC-CAT-PPI-FRM-001 (3).pdf:2: Increase/decrease in land drainage within 50m of CATS pipeline YES NO
R-2021-0316-VC-Decision Notice_R20210316VC.pdf:3: assessment and drainage strategies (June 2019, Wood and January 2021,
R-2021-0316-VC-Decision Notice_R20210316VC.pdf:3: and Drainage Strategy Docs ref. 41825-WOOD-XX-XX-RP-OW-0001_A_P01
R-2021-0316-VC-Decision Notice_R20210316VC.pdf:3: Stockpile 5, FRA and Drainage Strategy Addendum, First Issue, January 2021.
R-2021-0316-VC-Decision Notice_R20210316VC.pdf:3: Company Stockpile 2, FRA and Drainage Strategy Addendum, First Issue,
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:1:FRA and Drainage Strategy Addendum
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:4:4 Drainage Strategy 4
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:4:4.2 Surface Water Drainage Strategy 4
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:4:7.2 Drainage Strategy 6
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:4: B Greenfield Runoff Rates Micro Drainage Results 11
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:4: C Micro Drainage Quick Storage Estimates 12
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:6: This supplementary flood risk and drainage statement has been prepared in support of a
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:6: assessment and drainage strategy (41825-WOOD-XX-XX-RP-OW-0001_A_P01) prepared by
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:6: The area is located adjacent to the left bank of the Drainage Cut which forms the
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:9:4 Drainage Strategy
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:9:4.2 Surface Water Drainage Strategy
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:10: the Micro Drainage Quick Storage Estimate tool (see Appendix C). It is proposed to provide
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:10: Stockpile 2 storage mound and associated drainage Infrastructure will follow the
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:10: associated drainage Infrastructure will follow the agreed plan set out in Section 6 of the
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:11: This flood risk and drainage statement forms an addendum to the original flood risk
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:11: assessment and drainage strategy (41825-WOOD-XX-XX-RP-OW-0001_A_P01) prepared by
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:11:7.2 Drainage Strategy
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:16:B Greenfield Runoff Rates Micro Drainage Results
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:17:C Micro Drainage Quick Storage Estimates
R-2021-0316-VC-CAT-PPI-PRC-019.pdf:7:outriggers, crossing with vehicles, hand digging or machine digging, ditching, demolition, drainage
R-2021-0316-VC-Consultee Response - LLFA.pdf:1:The LLFA would offer no objection to the proposed variation of condition 2. The FRA and Drainage strategy as
R-2021-0316-VC-ApplicationFormRedacted.pdf:3:- FRA and Drainage Strategy Addendum, prepared by JBA Consulting; and
R-2020-0820-ESM-NWL.pdf:1:The developer should develop their surface water drainage solution by working through the Hierarchy
R-2020-0820-ESM-Application Form(1).pdf:4: Sustainable drainage system
R-2020-0820-ESM-Network Rail 820.pdf:1:Drainage
R-2020-0820-ESM-Network Rail 820.pdf:1:We ask that all surface and foul water drainage from the development area be directed away from Network Rail’s
R-2020-0820-ESM-Network Rail 820.pdf:1:retained land and structures into suitable drainage systems, the details of which are to be approved by Network Rail
R-2020-0820-ESM-Network Rail 820.pdf:1:The construction of soakaways for storm or surface water drainage should not take place within 20m of the Network
R-2020-0820-ESM-Network Rail 820.pdf:2:Wayleaves and or easements for underline drainage assets
R-2020-0820-ESM-Network Rail 820.pdf:2:The position of any underline drainage asset shall not be within 5m of drainage assets, sensitive operational
R-2020-0820-ESM-Network Rail 820.pdf:2:Protection of existing railway drainage assets within a clearance area
R-2020-0820-ESM-Network Rail 820.pdf:2:There are likely to be existing railway drainage assets in the vicinity of the proposed works. Please proceed with
R-2020-0820-ESM-Network Rail 820.pdf:2:No connection of drainage shall be made to these assets without Network Rail's prior consent to detailed
R-2020-0820-ESM-Network Rail 820.pdf:2:There must be no interfering with existing drainage assets/systems without Network Rail’s written permission.
R-2020-0820-ESM-Network Rail 820.pdf:2:The developer is asked to ascertain with Network Rail the existence of any existing railway drainage assets or
R-2020-0820-ESM-Network Rail 820.pdf:2:It is expected that the preparation and implementation of a surface water drainage strategy addressing the above
R-2020-0820-ESM-Network Rail 820.pdf:3:method statements/drawings relating to any excavation, drainage, demolition, lighting and building work or any
R-2020-0820-ESM-Network Rail 820.pdf:4:I would advise that in particular the drainage, boundary fencing, Armco barriers, method statements, lighting and
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter J - LVIA - Dec 2020.pdf:9: and off-site drainage improvements)
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:13: drains. Site drainage and networks will be lined with impermeable geomembrane so there is
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:9:Figure 2 Site Drainage Plan.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:17: • Avoidance of underground services (gas, electricity, t elephone, drainage,
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:22: drainage trenches installed to contain spills.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:24: drainage systems within the Redcar site apart from Fleet Beck situated in Area 11,
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:26: Fleet Beck part of the site . Surface drainage from
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:69: Warrenby Works, probably influenced by drainage into Fleet Beck (3.5m OD).
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:94: directs drainage to the SLEMS .
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:99: the By -Products system. Drainage received into Area 4, the SLEMS area, flows
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:156: Figure 2 Site Drainage P lan.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:157: CHECKED DATE SITE DRAINAGE PLAN
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:187: • Migration of potential contaminants via permeable strata and site drainage.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:190: influenced by a culvert or other drainage feature beneath the site.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:192: • Migration of potential contaminants via permeable strata and site drainage.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:195: natural surface water features crossing the site. site drainage and discharge
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:196: • Migration of potential contaminants via permeable strata and site drainage.
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:230: receptors (SSSI drainage or sensitive SSSI Limited evidence of contamination ident ified in shallow
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:230: (i.e. land which drainage or i m p a c t soil an d Monitoring data indicates groundwater flow to east towards Corus Low
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:231: receptors (SSSI drainage or sensitive SSSI P o r t i o n o f area located adjacent to SSSI. Elevated copper and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:231: (i.e. land which drainage or impact soil and Area located adjacent to SSSI. Elevated copper and total cyanide
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:231: ( R i v e r 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:232: receptors (SSSI drainage or sensitive SSSI P o r t i o n o f area located adjacent to SSSI. Limited evidence of
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:233: receptors (SSSI drainage or sensitive SSSI Limited evidence of contamination identified in shallow
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:233: receptors (SSSI drainage or sensitive SSSI Limited evidence of contamination identified in shallow
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:235: receptors (SSSI drainage or sensitive SSSI Area located adjacent to SSSI, monitoring data indicates flow to
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:235: (i.e. land which drainage or impact soil and Area located adjacent to Corus retained land. Monitoring dat a
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:236: receptors (SSSI drainage or s e nsitive SSSI Ev i d e n c e o f organic contamination identified in shallow Low
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:237: receptors (SSSI drainage or sensitive SSSI Elevated boron, copper and sulphate detected within groundwater.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:238: receptors (SSSI drainage or sensitive SSSI Limited evidence of contamination identified in shallow
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:239: receptors (SSSI drainage or sensitive SSSI Limited evidence of contamination identified in shallow
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:240: receptors (SSSI drainage or sensitive SSSI Limited evidence of contamination identified in shallow
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:240: receptors (SSSI drainage or sensitive SSSI Limited evidence of contamination identified in shallow
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:241: receptors (SSSI drainage or sensitive SSSI Area adjacent to SSSI, monitoring data indicates flow to east and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:241: (i.e. land which drainage or impact soil and Area located adjacent to Corus retained land. However, limited
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:242: receptors (SSSI drainage or sensitive SSSI Elevated TPH in groundwater in 2 monitoring boreholes. Potential Low
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:242: (i.e. land which drainage or impact soil and Elevated TPH in groundwater in 2 monitoring boreholes. Potential Low
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:244: (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:245: (i.e. land which drainage or adjacent land values No significant groundwater contamination detected. Groundwater
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:246:(i.e. land which drainage or adjacent land values No groundwater contamination detected and groundwater flow
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:247: (i.e. land which drainage or adjacent land values Groundwater flow direction towards Corus land, but limited
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:247: (i.e. land which drainage or adjacent land values Limited contamination detected. Groundwater flow direction
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: receptors (Tees drainage or sensitive SSSI Limited evidence of contamination identified in shallow
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: receptors (Tees drainage or sensitive SSSI Limited evidence of contamination identified in shallow
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:251: (i.e. land which drainage or adjacent land values Monitoring data indicates groundwater flow to east away from
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:252: receptors (Tees drainage or sensitive SSSI Sulphat e, boron, selenium, copper and cyanide locally elevated in
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:253: receptors (Tees drainage or sensitive SSSI E levated hydrocarbons in groundwater; PAHs, BTEX, GRO, TPH.
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: receptors (Tees drainage or sensitive SSSI Limited evidence of contamination. Possible migration via
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:254: (i.e. land which drainage or adjacent land values Limited evidence of contamination. Monitoring data indicates
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:254: receptors (Tees drainage or
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:255: (i.e. land which drainage or adjacent land val ues Monitoring data indicates groundwater flow to west away from
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:256: receptors (Tees drainage or sensitive SSSI Elevated levels of toxic and phytotoxic metals and organics in
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:256: (i.e. land which drainage or adjacent land values Elevated levels of toxic and phytotoxic metals and organics in
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:257: receptors (Tees drainage or sensitive SSSI Sulphate, boron, selenium, copper and cyanide locally elevated in
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:257: (i.e. land which drainage or adjacent land values Locally high phytotoxic and toxic metals. Possible migration toward
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:258: receptors (Tees drainage or s e n s i t iv e S S S I Locally elevated soil PAHs and BTEX compounds and slightly
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:258: (i.e. land which drainage or adjacent land values Locally elevated soil PAHs and BTEX compounds and slightly
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:259: receptors (Tees drainage or s e nsitive SSSI Elevated levels of sulphate, s u l p h i d e, boron, zinc, and lead
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:259: (i.e. land which drainage or adjacent land values Elevated levels of sulphate, s u l p h i d e, boron, zinc, and lead
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:260: receptors (Tees drainage or sensitive SSSI No boreholes in this area. Possible migration toward River Tees
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:260: (i.e. land which drainage or adjacent land values No boreholes in this area. Possible migration toward River Tees
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:261: receptors (Tees drainage or sensitive SSSI Limited evidence of contamination. . Poss ible migration toward
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:261: (i.e. land which drainage or adjacent land values Limited evidence of contamination.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:262: receptors (Tees drainage or sensitive SSSI Limited evidence of contamination Possible migration toward River
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:262: (i.e. land which drainage or adjacent land values Limited evidence of contamination.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:266:deposits andor the effect of sub-surface drainage
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:266:permeable strata and site drainage. Potential
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:268:Soils: soils across Lackenby are characterised by uniformly strata and site drainage. Potential targets include humans i.e
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:268:drainage feature beneath the site. Levels range from
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:271:Soils: The investigation has identified fill material underlying permeable strata and site drainage. Potential targets include
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1597:such as rising groundwater levels, increased rainwater infiltration or leaking water/drainage pipes. It is
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1602:or future leaking water pipes and/or drainage) could result in an event occurring post development that could
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1684: sub-surface drainage systems.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1688: feature is present in the south west Given the previous development of the area, the surface water drainage
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1688: is likely to be highly modified, and there are culverted surface waters and below ground drainage present
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1698: Surface water drainage from buildings discharged to the storm water system to Knitting Wife Beck
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1721: Infrastructure including tramways, and previous drainage was truncated. The Coatham Iron Works was
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1721: area possibly related to the annotated ‘Marsh Hills and ancient salt hills’. A series of drainage channels
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1725: amendment to the surface water drainage channels. Redevelopment included water coolers and a water
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1725: the area, the drainage pattern has been amended. This includes ‘The Mill Race’ that flows in a northerly
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1735: crossed by drainage channels and comprised marsh and ancient salt hills at that time. The former
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1749: drainage for a wider industrial area, establishing a true causal relationship between site derived
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1755: (maintenance) and utility assets. The installation of positive drainage and a
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1880:drainage strategy (June 2019, wood) and consistent with the layout identified in STDC-
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1884:© risk of detrimental impact on drainage.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1885:The Flood Risk Assessment and Drainage strategy, Section 5 Sediment Management,
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1958: GREYSTONES ROAD, SITE DRAINAGE Issue date: 18/11/2005
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1979:drainage systems are typically built to cope with rainfall events between 1 in 20 and 1 in 30 years, though
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:2013:soil, and by seasonal changes in the soil moisture content (related to rainfall and local drainage).
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:4:the water management and drainage assessment for each site for ES chapters,
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:12:change allowance still water level, improving the current drainage, incorporate consideration of climate change and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:13:STDC Teesworks sites for which we are preparing the water management and drainage chapters for the
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:15: situation but drainage proposals will be determined and included as part of the STDC strategy and further
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:18:the water management and drainage assessment for each site for ES chapters,
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:24:The risk portrayed by your flood map doesn’t seem to reflect the site’s actual SURFACE WATER AND DRAINAGE
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:24:contest our flood zones, you’ll need to submit supporting evidence, such as drainage boards, were established, have permissive powers to manage water
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:24:digital copies of a topographic survey or modelling for quality assurance levels within their drainage districts, so also play a key role in managing surface
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:24:As we have to be certain that the data which informs our flood map is fit-for- Do I need to install sustainable drainage systems?
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:24: Sustainable Drainage Systems (SuDS) should always be carefully considered in
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:25: note that some 'non-mains' foul water drainage systems will require an
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:25:Infiltration drainage must not, however, pose a risk to groundwater quality. All
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:25:mains’ drainage system, such as a package treatment plant?
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:25:your planning submission should outline how you will deal with foul drainage Pollution prevention
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:32:3.3 Surface Water and Drainage Management 32
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:34:DPLBAR Index describing catchment size and drainage path configuration
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:34:DPSBAR FEH index of mean drainage path slope
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:35: flooding, as well as examining drainage and hydrogeology.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:45: With respect to surface water flood risk mapping and design of drainage systems (including
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:48:15 Email from Nigel Hill, Drainage & Flood Risk Manager of Council flood team, received 30 January 2020
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:51: surface water drainage systems or infiltration into the ground. A value of 70-75%
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:60: positive overland flow paths to drainage channels where surface water can be managed.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:61: stage of the planning process in relation to the drainage design and this will further identify
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:61:3.3 Surface Water and Drainage Management
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:61: the information about the site a drainage strategy has been devised using blue-green
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:61: Blue-green Infrastructure is of importance within the drainage strategy and forms a key
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:61: part of delivering a sustainable eco-industrial park. The preliminary drainage strategy has
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:61: been created by analysing the overland flow paths, drainage catchments, topography and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:62: increase flood risk; or adversely affect land drainage and work on or near main rivers
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:62: local council or internal drainage board to check if land drainage consent is required.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter F - Water Management - Dec 2020.pdf:63: clear overland flow paths. The aspiration for the development of a sustainable drainage
R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:14: Drainage
R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:14: at present there are no details available on the water management and drainage design for the
R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:14: site. A range of drainage parameter assumptions have been identified within the Water
R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:14: drainage and these include that the strategy will not change the physical nature of the Tees bank
R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:16: 5 Drainage and Building Foundation and Construction: the proposed drainage scheme will be
R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:38: 3 Where the drainage system discharges to a surface water body that can accommodate
R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:38: in the SIZ1 site that where there is discharge into drainage channels which flow directly into
R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:38: 4 The drainage system must be designed and constructed so surface water discharged does
R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:38: 6 Wherever possible, measures to deal with flood risk and drainage should identify
R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:38: present there are no details available for the water management and drainage design. However a
R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:39: 2 A Surface Water Management Plan, drainage proposals and a Drainage Impact Assessment
R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:39: 4 The Flood Risk and Surface Water Management Strategy and drainage plan, with the
R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:39: for the drainage and discharge of surface water to the Tees and possibly including industrial
R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:39: 8 The water management and drainage design will not include infiltration SuDS such as
R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:39: soakaways, in order to limit mobilisation of contamination. Drainage channels and/or
R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:40: The drainage strategy for the site will seek to provide a plan for managing and improving the
R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:40: SuDS and any new drainage should be lined or subject to local investigation to minimise
R-2020-0820-ESM-EA R_2020_0820_ESM 16 February 2021 OFFICIAL.pdf:1:site specific drainage strategy. Once further details are known, we will require WFD
R-2020-0820-ESM-Lackenby ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:14: examining drainage and hydrogeology. The assessment is desk-based. Data gathered for the
R-2020-0820-ESM-Lackenby ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:15: • A detailed FRA and Drainage Impact Assessment (DIA) with drainage strategy (for both foul
R-2020-0820-ESM-Lackenby ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:25: from piling, a Drainage Strategy, a detailed Remediation Strategy, a Materials Management
R-2020-0820-ESM-Lackenby ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:25: occupier), a detailed Flood Risk Assessment, Drainage Impact Assessment with drainage
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter B - Site Description and Scheme Proposals - Dec 2020.PDF:26: Drainage
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter B - Site Description and Scheme Proposals - Dec 2020.PDF:26:B6.21 All surface water runoff within the site will require sustainable urban drainage system (‘SuDS’)
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter B - Site Description and Scheme Proposals - Dec 2020.PDF:29: Drainage
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter B - Site Description and Scheme Proposals - Dec 2020.PDF:29:B7.26 Once detailed drainage strategies are agreed with RCBC and statutory consultees these will
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter B - Site Description and Scheme Proposals - Dec 2020.PDF:34: that run off can be carefully controlled using temporary drainage;
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter B - Site Description and Scheme Proposals - Dec 2020.PDF:41: The proposed development, will involve the implementation of a drainage
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter B - Site Description and Scheme Proposals - Dec 2020.PDF:45: 42 SuDs Sustainable Urban Drainage Systems
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter M - Mitigation and Monitoring - Dec 2020.PDF:9: Water A site-specific Drainage Strategy will inform the Drainage Strategy Applicant
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter M - Mitigation and Monitoring - Dec 2020.PDF:15: Water The following documents will be prepared: FRA and Drainage Applicant
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter M - Mitigation and Monitoring - Dec 2020.PDF:15: and Flooding and Drainage Impact Assessment (‘DIA’) SuWMP and WFD
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter M - Mitigation and Monitoring - Dec 2020.PDF:15: with drainage strategy (for both foul and Assessment
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter M - Mitigation and Monitoring - Dec 2020.PDF:15: A detailed FRA and Drainage Impact Assessment
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter M - Mitigation and Monitoring - Dec 2020.PDF:15: with drainage strategy for foul and surface water
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter M - Mitigation and Monitoring - Dec 2020.PDF:15: The drainage strategy shall:
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter M - Mitigation and Monitoring - Dec 2020.PDF:15: Drainage Systems (‘SuDS’)
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter M - Mitigation and Monitoring - Dec 2020.PDF:15: Drainage
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter M - Mitigation and Monitoring - Dec 2020.PDF:15: as possible in line with drainage guidance
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter M - Mitigation and Monitoring - Dec 2020.PDF:16: - Ensure that drainage channels and/or
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter M - Mitigation and Monitoring - Dec 2020.PDF:20: 14 DIA – Drainage Impact Assessment
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter M - Mitigation and Monitoring - Dec 2020.PDF:20: 33 SuDS – Sustainable Drainage Systems
R-2020-0820-ESM-Decision Notice 0820.pdf:4: (i) The timetable and phasing for construction of the drainage system
R-2020-0820-ESM-Decision Notice 0820.pdf:4: installation of the approved surface water or foul drainage Infrastructure.
R-2020-0820-ESM-Decision Notice 0820.pdf:4: installation of the approved surface water drainage Infrastructure.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter D - Noise & Vibration - Dec 2020.pdf:14:surface water drainage system, a pumped drainage system, a power supply system and water supply system,
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:5: risk assessment and sustainable drainage.
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:7: Major developments should incorporate sustainable drainage systems unless there
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:7: other sustainable drainage systems, removing artificial physical modifications (for
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:8: The Land Drainage Act 1991 & This places responsibility for maintaining flows in watercourses on
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:9: - PPG 3 Use and design of oil separators in surface water drainage systems
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:9: • Local and Regional Land Drainage Bylaws;
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:11: 4 Sustainable Drainage Systems (SuDS). 'Major developments should incorporate
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:11: sustainable drainage systems unless there is clear evidence that this would be
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:12: ‘residual risk’ which can be managed through mitigation measures such as sustainable drainage
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:12: drainage systems (SuDS)”; “ensuring the full separation of foul and surface water flows”
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:12: 3 “Where the drainage system discharges to a surface water body that can accommodate
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:12: case for development in the SIZ3 site that where there is discharge into drainage
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:12: 4 “The drainage system must be designed and constructed so surface water discharged do
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:13: 6 “Wherever possible, measures to deal with flood risk and drainage should identify
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:13: Tees Valley Sustainable Drainage Systems Design Guide and Local
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:13: Local Standards for Sustainable Drainage (2017) (Ref 41).
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:13: drainage systems and help manage increased surface water runoff from the proposed
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:13: whole Teesworks area, due in 2021. This will provide a plan for surface water and drainage
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:13: to current water management and drainage as well as aspirations for improvements and
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:14:F2.27 With respect to surface water flood risk mapping and design of drainage systems (including
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:14: and drainage.
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:16: drainage considerations; and
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:16: sewer systems providing drainage from buildings and yards.
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:16: 23 Has responsibility for ensuring effective drainage of local roads in so far as ensuring drains
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:17: elements required for a FRA (see Appendix F2 of the ES) as well as examining drainage and
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:20: drainage ditches and ephemeral ponds
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:24: Redcar and Drainage - proposals will be determined and included as part of the Flood Risk and Surface Water
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:24: the drainage strategy. Consultation shall be undertaken as part of the required assessments (WFD
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:25: the EA guidelines advise contacting the local council or internal drainage board to check if land
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:25: drainage consent is required. Permits are generally required for: any activity within 8 metres of
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:25: 1 As the planning application is submitted in outline, the final site layout and drainage details
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:25: management and flooding and the detailed drainage and Flood Risk and Surface Water
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:25: 2 The Flood Risk and Surface Water Management Strategy and drainage plan, with the
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:25: for the drainage and discharge of surface water to the Tees and possibly including industrial
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:28: drainage. According to the detailed model created to supersede the broad scale EA tidal flood
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:39: the site so that run off can be carefully controlled using temporary drainage;
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:43: detailed Flood Risk Assessment and Drainage Impact Assessment as well as WFD Assessment –
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:43:F5.11 In addition, without the management of drainage and surface waterbodies, the potential for
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:45:F5.19 During the operation of the site, there are potential adverse effects on drainage patterns and
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:45: surface water, principally in relation to a change in runoff patterns and drainage associated with
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:45:F5.22 Without collection and discharge of surface water through a new drainage and water
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:45: pathway from through the contaminated ground to the Tees, to via the drainage system to the
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:46: i A detailed FRA and Drainage Impact Assessment (DIA) with drainage strategy (for
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:46: sustainable drainage: Practice Guidance; (Ref 41) and
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:46: iv Tees Valley Local Authorities Local Standards for Sustainable Drainage (Ref 53).
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:46: possible in line with drainage guidance (noted in paragraph F6.4 a) in light of the large
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:47: d Hydraulic modelling shall be required as part of the site-specific design of drainage and
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:47: g New drainage will be designed to current standards with allowances for additional
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:47: h The water management and drainage design will not include infiltration SuDS such as
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:47: soakaways, in order to limit mobilisation of contamination. Drainage channels and/or
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:47:Tees (transitional) Increased risk of Site specific drainage strategy will Implementation of the SWMP for each
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:48:Tees (transitional) Increased runoff to The timing of excavation and Through the FRA, DIA with drainage
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:48:Lackenby Channels morphology. permeability surfaces. The drainage
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:48:Tees (transitional) Change in water The site is cut and fill neutral so The drainage strategy will include
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:48: Additional mitigation in relation The drainage strategy will not include
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:49:Tees (transitional) Change in water Placement of oil-water No overall changes to local drainage
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:49:Kinkerdale Beck in land use or drainage site anticipated. Consultation will be required
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:49:Lackenby Channels in a deterioration in New drainage will be designed to current
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:49: The drainage strategy will set out how to
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:49: undertaken once the drainage strategy is
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:50: Beneficial changes to No additional mitigation The drainage strategy will reduce the
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:52: management protocols that would be adopted such as the drainage strategy. For the low
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:54: estuary Increased Not Significant. Drainage Strategy to reduce Beneficial and
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:54: sustainable drainage during
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:55: Water quality - Negligible Adverse and The drainage design will Negligible
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:55: Other Flows - Negligible Adverse and The drainage design will Negligible
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:56: Water Quality - Negligible Adverse and Implementation of Drainage Negligible
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:57: The drainage strategy shall
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:57: change. New drainage will
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:58: Water Quality - Negligible Adverse and The drainage design will not Negligible
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:58: and The drainage strategy shall
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:58: Channels) change. New drainage will
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:59: and any new drainage shall
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:60: significant opportunities. The drainage strategy for the site will seek to provide a plan for
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:60: Ground, the proposed SuDS and any new drainage shall be lined or subject to local investigation
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:61: 9 DPLBAR Index describing catchment size and drainage path configuration
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:61: 10 DPSBAR FEH index of mean drainage path slope
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:61: 11 DIA Drainage Impact Assessment
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:61: 33 SuDs Sustainable Urban Drainage System
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:63: 23 GOV.UK (1991). Land Drainage Act 1991: SI 1991/59. online GOV.UK. Available at:
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:63: 24 GOV.UK (1994). Land Drainage Act 1994. pdf. Available at:
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:64: Sustainable Drainage: Practice Guidance online. Available at:
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:65: Drainage. online Available at: https://www.stockton.gov.uk/media/6235/flooding-
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:41: using temporary drainage, consideration of adverse weather conditions and localised
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:41: recharge/infiltration from increased hardstanding as well as a change to runoff and drainage
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:42: Floor Level, include the production of a Flood Risk Assessment (‘FRA’) and Drainage Impact
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:42: Assessment (‘DIA’) with drainage strategy, WFD assessment and environmental permits (as
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:42: drainage design shall account for climate change scenarios and shall not include infiltration
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:42: sustainable drainage systems (‘SuDS’) such as soakaways to limit connection to contaminated
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:72: 6 DIA – Drainage Impact Assessment
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:72: 27 SuDS – Sustainable Drainage Systems
R-2020-0270-FFM-2020_05_29_STDC Eston Road EcIA_Issue.PDF:7:The proposed development will include a preliminary drainage design for the
R-2020-0270-FFM-2020_05_29_STDC Eston Road EcIA_Issue.PDF:7: a sustainable drainage system (SuDS) where excess water during high rain
R-2020-0270-FFM-2020_05_29_STDC Eston Road EcIA_Issue.PDF:65:additional drainage from the road enters the beck through a pipe.
R-2020-0270-FFM-STDC_HWY-ATK-LDC-PR-DR-CH-000012_C01.PDF:1: Lighting Column Drainage Headwall
R-2020-0270-FFM-STDC_HWY-ATK-LDC-PR-DR-CH-000012_C01.PDF:1: Drainage Gully
R-2020-0270-FFM-STDC_HWY-ATK-LDC-PR-DR-CH-000013_C01.PDF:1: Lighting Column Drainage Headwall
R-2020-0270-FFM-STDC_HWY-ATK-LDC-PR-DR-CH-000013_C01.PDF:1: Drainage Gully
R-2020-0270-FFM-STDC_HWY-ATK-LDC-PR-DR-CH-000007_C01.PDF:1: 520800 210 520800 5. Drainage - Due to the increase in paved areas there will be an increase in
R-2020-0270-FFM-STDC_HWY-ATK-LDC-PR-DR-CH-000007_C01.PDF:1: the volume of water entering the existing drainage systems. The existing
R-2020-0270-FFM-STDC_HWY-ATK-LDC-PR-DR-CH-000007_C01.PDF:1: drainage network is to be assessed to determine suitable outfall locations at
R-2020-0270-FFM-STDC_HWY-ATK-LDC-PR-DR-CH-000004_C01.PDF:1: N = 521100 5. Drainage - Due to the increase in paved areas there will be an increase in
R-2020-0270-FFM-STDC_HWY-ATK-LDC-PR-DR-CH-000004_C01.PDF:1: 521100 521100 the volume of water entering the existing drainage systems. The existing
R-2020-0270-FFM-STDC_HWY-ATK-LDC-PR-DR-CH-000004_C01.PDF:1: drainage network is to be assessed to determine suitable outfall locations at
R-2020-0270-FFM-60722_FINAL Application Form_29.05.2020(1).PDF:5:connect to the existing drainage system? Yes x No watercourse (e.g. river, stream or beck)? x Yes No
R-2020-0270-FFM-60722_FINAL Application Form_29.05.2020(1).PDF:5: x Sustainable drainage system x Existing watercourse
R-2020-0270-FFM-STDC_HWY-ATK-LDC-PR-DR-CH-000006_C01.PDF:1: 490 5. Drainage - Due to the increase in paved areas there will be an increase in
R-2020-0270-FFM-STDC_HWY-ATK-LDC-PR-DR-CH-000006_C01.PDF:1: 2.4m x 70m 40 PROPOSED CULVERT the volume of water entering the existing drainage systems. The existing
R-2020-0270-FFM-STDC_HWY-ATK-LDC-PR-DR-CH-000006_C01.PDF:1: RE-ALIGNED MIDDLESBROUGH ROAD FOR HOLME BECK drainage network is to be assessed to determine suitable outfall locations at
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:6: drainage for a wider industrial area, establishing a true causal relationship between site derived
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:26: sub-surface drainage systems.
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: feature is present in the south west Given the previous development of the area, the surface water drainage
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: is likely to be highly modified, and there are culverted surface waters and below ground drainage present
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:43: Surface water drainage from buildings discharged to the storm water system to Knitting Wife Beck
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:70: Infrastructure including tramways, and previous drainage was truncated. The Coatham Iron Works was
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:70: area possibly related to the annotated ‘Marsh Hills and ancient salt hills’. A series of drainage channels
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:74: amendment to the surface water drainage channels. Redevelopment included water coolers and a water
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:74: the area, the drainage pattern has been amended. This includes ‘The Mill Race’ that flows in a northerly
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:84: crossed by drainage channels, and comprised marsh and ancient salt hills at that time. The former
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:104: The installation of positive drainage and a
R-2020-0270-FFM-STDC_HWY-ATK-LDC-PR-DR-CH-000009_C01.PDF:1: (not to scale) 7. Drainage - Due to the increase in paved areas there will be an
R-2020-0270-FFM-STDC_HWY-ATK-LDC-PR-DR-CH-000009_C01.PDF:1: increase in the volume of water entering the existing drainage
R-2020-0270-FFM-STDC_HWY-ATK-LDC-PR-DR-CH-000009_C01.PDF:1: PROPOSED systems. The existing drainage network is to be assessed to
R-2020-0270-FFM-STDC_HWY-ATK-LDC-PR-DR-CH-000011_C01.PDF:1: Lighting Column Drainage Headwall
R-2020-0270-FFM-STDC_HWY-ATK-LDC-PR-DR-CH-000011_C01.PDF:1: Drainage Gully
R-2020-0270-FFM-STDC_HWY-ATK-LDC-PR-DR-CH-000002_C01.PDF:1: Lighting Column Drainage Headwall
R-2020-0270-FFM-STDC_HWY-ATK-LDC-PR-DR-CH-000002_C01.PDF:1: Drainage Gully
R-2020-0270-FFM-Officer Report 0270.pdf:1:plan, general arrangement plans, engineering layouts and drainage plans.
R-2020-0270-FFM-Officer Report 0270.pdf:7: The impacts on drainage and flooding
R-2020-0270-FFM-Officer Report 0270.pdf:9:The impacts on drainage and flooding
R-2020-0270-FFM-Officer Report 0270.pdf:11:The development has no impacts in terms of surface water drainage that have
R-2020-0270-FFM-Officer Report 0270.pdf:20:appropriate and subject to their implementation there are not drainage issues
R-2020-0270-FFM-Officer Report 0270.pdf:23: surface water drainage have been submitted to and approved by the
R-2020-0270-FFM-Officer Report 0270.pdf:23: prior to any works commencing on site as it relates to drainage details
R-2020-0270-FFM-STDC_HWY-ATK-LDC-PR-DR-CH-000010_C01.PDF:1: Lighting Column Drainage Headwall
R-2020-0270-FFM-STDC_HWY-ATK-LDC-PR-DR-CH-000010_C01.PDF:1: Drainage Gully
R-2020-0270-FFM-DLX-JBAU-00-00-DR-C-0004-S3-P01-Holme_Beck_Plan_&_Section_3_of_3.PDF:1: ROAD DRAINAGE OUT DLX-JBAU-00-00-DR-C-0002
R-2020-0270-FFM-DXL-JBAU-00-00-C-RP-0001-S03-P01-FRA_and_Design_Justification.PDF:3:4 Drainage Strategy 10
R-2020-0270-FFM-DXL-JBAU-00-00-C-RP-0001-S03-P01-FRA_and_Design_Justification.PDF:3:5.1.1 Drainage Catchment 11
R-2020-0270-FFM-DXL-JBAU-00-00-C-RP-0001-S03-P01-FRA_and_Design_Justification.PDF:6: The predominant drainage path is the Holme Beck that flows north through the site towards
R-2020-0270-FFM-DXL-JBAU-00-00-C-RP-0001-S03-P01-FRA_and_Design_Justification.PDF:6: drainage and is the primary drainage route for Eston. The beck flows under the A66 in a
R-2020-0270-FFM-DXL-JBAU-00-00-C-RP-0001-S03-P01-FRA_and_Design_Justification.PDF:6: there are no visually identifiable formal drainage connections.
R-2020-0270-FFM-DXL-JBAU-00-00-C-RP-0001-S03-P01-FRA_and_Design_Justification.PDF:14: 4 Drainage Strategy
R-2020-0270-FFM-DXL-JBAU-00-00-C-RP-0001-S03-P01-FRA_and_Design_Justification.PDF:14: The proposed drainage strategy aims to manage the challenge of climate change and
R-2020-0270-FFM-DXL-JBAU-00-00-C-RP-0001-S03-P01-FRA_and_Design_Justification.PDF:14: open channel and incorporating a Sustainable Drainage System (SuDS) together making
R-2020-0270-FFM-DXL-JBAU-00-00-C-RP-0001-S03-P01-FRA_and_Design_Justification.PDF:14: The surface water drainage system has been developed to meet the Tees Valley Authorities
R-2020-0270-FFM-DXL-JBAU-00-00-C-RP-0001-S03-P01-FRA_and_Design_Justification.PDF:14: Local Standards for Sustainable Drainage3. It is envisaged that surface water runoff from
R-2020-0270-FFM-DXL-JBAU-00-00-C-RP-0001-S03-P01-FRA_and_Design_Justification.PDF:14: To provide assurance the drainage strategy is achievable within the proposed development,
R-2020-0270-FFM-DXL-JBAU-00-00-C-RP-0001-S03-P01-FRA_and_Design_Justification.PDF:14: Estimation tool within WinDES Microdrainage, an industry standard package for drainage
R-2020-0270-FFM-DXL-JBAU-00-00-C-RP-0001-S03-P01-FRA_and_Design_Justification.PDF:15: Surface water treatment is a key element of the drainage strategy to mitigate the impact
R-2020-0270-FFM-DXL-JBAU-00-00-C-RP-0001-S03-P01-FRA_and_Design_Justification.PDF:15: upstream culvert and drainage network. However, the proposed channel has been designed
R-2020-0270-FFM-DXL-JBAU-00-00-C-RP-0001-S03-P01-FRA_and_Design_Justification.PDF:15: 5.1.1 Drainage Catchment
R-2020-0270-FFM-DXL-JBAU-00-00-C-RP-0001-S03-P01-FRA_and_Design_Justification.PDF:15: water drainage maps available, given the largely urbanised nature of the catchment.
R-2020-0270-FFM-DXL-JBAU-00-00-C-RP-0001-S03-P01-FRA_and_Design_Justification.PDF:15: were made to account for surface water drainage which differs slightly from the
R-2020-0270-FFM-DXL-JBAU-00-00-C-RP-0001-S03-P01-FRA_and_Design_Justification.PDF:15: drainage and culverted watercourses, ultimately flowing through a culvert under the A66
R-2020-0270-FFM-DXL-JBAU-00-00-C-RP-0001-S03-P01-FRA_and_Design_Justification.PDF:15: and drainage network. However, for design purposes over the development lifetime, it is
R-2020-0270-FFM-DXL-JBAU-00-00-C-RP-0001-S03-P01-FRA_and_Design_Justification.PDF:18: surface and associated drainage Infrastructure.
R-2020-0270-FFM-DXL-JBAU-00-00-C-RP-0001-S03-P01-FRA_and_Design_Justification.PDF:18: The drainage strategy for the road is to provide new surface water drainage and discharge
R-2020-0270-FFM-DXL-JBAU-00-00-C-RP-0001-S03-P01-FRA_and_Design_Justification.PDF:23:the basis for setting consents for the drainage of surface water runoff from sites.
R-2020-0270-FFM-DXL-JBAU-00-00-C-RP-0001-S03-P01-FRA_and_Design_Justification.PDF:23:Hydrological characteristics the blockage risk is addressed by using appropriate drainage
R-2020-0270-FFM-DXL-JBAU-00-00-C-RP-0001-S03-P01-FRA_and_Design_Justification.PDF:23:operational characteristics of any drainage scheme.
R-2020-0270-FFM-DXL-JBAU-00-00-C-RP-0001-S03-P01-FRA_and_Design_Justification.PDF:30: (add maps if needed) amendments were made to account for surface water drainage.
R-2020-0270-FFM-DXL-JBAU-00-00-C-RP-0001-S03-P01-FRA_and_Design_Justification.PDF:34: as overland flows within the development will be directed to the drainage and attenuated on site rather than
R-2020-0270-FFM-DXL-JBAU-00-00-C-RP-0001-S03-P01-FRA_and_Design_Justification.PDF:49: ROAD DRAINAGE OUT DLX-JBAU-00-00-DR-C-0002
R-2020-0270-FFM-DXL-JBAU-00-00-C-RP-0001-S03-P01-FRA_and_Design_Justification.PDF:51: The drainage strategy for the proposed Eston Road works includes a naturalised channel
R-2020-0270-FFM-DXL-JBAU-00-00-C-RP-0001-S03-P01-FRA_and_Design_Justification.PDF:51: Each drainage element should be regularly inspected and maintained to maintain the required
R-2020-0270-FFM-Decision 0270.pdf:4: surface water drainage have been submitted to and approved by the Local
R-2020-0270-FFM-Decision 0270.pdf:4: any works commencing on site as it relates to drainage details which are
R-2020-0270-FFM-STDC_HWY-ATK-LDC-PR-DR-CH-000008_C01.PDF:1: 5. Drainage - Due to the increase in paved areas there will be an increase in
R-2020-0270-FFM-STDC_HWY-ATK-LDC-PR-DR-CH-000008_C01.PDF:1: the volume of water entering the existing drainage systems. The existing
R-2020-0270-FFM-STDC_HWY-ATK-LDC-PR-DR-CH-000008_C01.PDF:1: drainage network is to be assessed to determine suitable outfall locations at
R-2020-0270-FFM-2020_05_28_STDC Eston Road HRA_Issue.PDF:4:There are currently limited drainage or filtering capabilities within the proposed
R-2020-0270-FFM-2020_05_28_STDC Eston Road HRA_Issue.PDF:4:development site. It is considered that the implementation of the drainage systems
R-2020-0270-FFM-2020_05_28_STDC Eston Road HRA_Issue.PDF:9:The proposed development will include a preliminary drainage design for the
R-2020-0270-FFM-2020_05_28_STDC Eston Road HRA_Issue.PDF:10: a sustainable drainage system (SuDS) where excess water during high rain
R-2020-0270-FFM-2020_05_28_STDC Eston Road HRA_Issue.PDF:16:• Exclusion of the upper reaches of the Lackenby Channel (Drainage Cut),
R-2020-0270-FFM-2020_05_28_STDC Eston Road HRA_Issue.PDF:30:There is currently limited drainage or filtering capabilities within the proposed
R-2020-0270-FFM-STDC_HWY-ATK-LDC-PR-DR-CH-000005_C01.PDF:1: 5. Drainage - Due to the increase in paved areas there will be an increase in
R-2020-0270-FFM-STDC_HWY-ATK-LDC-PR-DR-CH-000005_C01.PDF:1: the volume of water entering the existing drainage systems. The existing
R-2020-0270-FFM-STDC_HWY-ATK-LDC-PR-DR-CH-000005_C01.PDF:1: FENCING AROUND POND drainage network is to be assessed to determine suitable outfall locations at
R-2020-0270-FFM-STDC_HWY-ATK-LDC-PR-DR-CH-000005_C01.PDF:1: PARK HIGHWAY DRAINAGE TO PASS THROUGH
R-2021-0432-FFM-TSWK-STDC-LAC-ZZ-DR-C-0014 Lackenby Soil Treatment Hospital Area - Proposed Surface Water Drainage Arrangments.PDF:1: PROPOSED TYPICAL DRAINAGE CHANNEL TO THE 1 IN 20-YEAR EVENT. AS THE PROPOSED WORKS ARE
R-2021-0432-FFM-TSWK-STDC-LAC-ZZ-DR-C-0014 Lackenby Soil Treatment Hospital Area - Proposed Surface Water Drainage Arrangments.PDF:1: 9.857 DRAINAGE ARRANGEMENTS
R-2021-0432-FFM-Decision.pdf:2:3. Development shall be implemented in line with the drainage scheme
R-2021-0432-FFM-Decision.pdf:2: Assessment & Drainage Strategy”. The drainage scheme shall ensure that
R-2021-0432-FFM-5203829-HPV-DR-C-0701.PDF:1: 6. THE CONTRACTOR IS TO CHECK THE UTILITY LOCATIONS PRIOR PAVEMENT CONSTRUCTION. DRAINAGE CHANNEL Tel: +44 (0)1372 726140
R-2021-0432-FFM-5203829-HPV-DR-C-0701.PDF:1: 7. DRAINAGE AND OTHER SERVICE DIVERSIONS SHALL BE DONE PRIOR PAVEMENT CONSTRUCTION. Fax: +44 (0)1372 740055
R-2021-0432-FFM-5203829-HPV-DR-C-0701.PDF:1: 12. THE CRACKING INDUCED JOINTS FOR DRAINAGE CHANNELS SHALL BE SPACED SO THAT THEY ALIGNS WITH THE LONGITUDINAL JOINTS OF ADJACENT RCC LAYER. J (2) CONSTRUCTION JOINT Description
R-2021-0432-FFM-5203829-HPV-DR-C-0701.PDF:1: DRAINAGE CHANNEL (PAVEMENT OPTION PC2) AND RCC PAVEMENT (PAVEMENT OPTION PC1). Size: Ref. No:
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:4:2.2.6 Drainage Systems ……………………………………………………………………………………………………………… 2
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:8:2.2.6 Drainage Systems
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:8:an approximate 1:100 fall and collected via grid drainage. The drainage shall be connected to attenuation
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:8:granular activated carbon. The output from the water treatment shall terminate within the Foul Drainage
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:10:the microbial population. The soil piles are placed on hardstanding or an impermeable layer with drainage to
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:10:runoff will be subject to treatment prior to discharge to foul drainage under a temporary Trade Effluent
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:13:for discharge under consent to the foul drainage network an above ground treatment system including
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:13:carbon) treatment vessels are also located on the external bund within the on-Site drainage system. The
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:15: Grided collection drainage to capture liquid runoff which is directed through water treatment.
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:19: Grided collection drainage to capture liquid runoff which is directed through water treatment
R-2021-0432-FFM-Off Rep.pdf:1: Proposed Surface Water Drainage Arrangements
R-2021-0432-FFM-Off Rep.pdf:3:We note a drainage strategy has been submitted with the application
R-2021-0432-FFM-Off Rep.pdf:3:STDC-LAC-ZZ-DR-C-0018” and “Flood Risk Assessment & Drainage
R-2021-0432-FFM-Off Rep.pdf:4:CONDITION: Development shall be implemented in line with the drainage
R-2021-0432-FFM-Off Rep.pdf:4:Assessment & Drainage Strategy”. The drainage scheme shall ensure that
R-2021-0432-FFM-Off Rep.pdf:7:to consider the drainage associated with the development without the need of
R-2021-0432-FFM-Off Rep.pdf:7:LAC-ZZ-DR-C-0018” and “Flood Risk Assessment & Drainage Strategy”. This
R-2021-0432-FFM-Off Rep.pdf:9:3. Development shall be implemented in line with the drainage scheme
R-2021-0432-FFM-Off Rep.pdf:9: Risk Assessment & Drainage Strategy”. The drainage scheme shall
R-2021-0432-FFM-0432 NWA.pdf:1:We note a drainage strategy has been submitted with the application however, the surface water
R-2021-0432-FFM-0432 NWA.pdf:1:The developer should develop their surface water drainage solution by working through the Hierarchy
R-2021-0432-FFM-19736928_1.PDF:1:Flood Risk Assessment & Drainage Strategy
R-2021-0432-FFM-19736928_1.PDF:3:6. Surface Water Drainage Strategy 14
R-2021-0432-FFM-19736928_1.PDF:3:6.1. Existing Drainage Regime 14
R-2021-0432-FFM-19736928_1.PDF:5:and Drainage Strategy to support a detailed planning application for a proposed temporary soil treatment
R-2021-0432-FFM-19736928_1.PDF:6:• The EA advise contacting the LLFA in relation to drainage discharge rates, local flood risk from ordinary
R-2021-0432-FFM-19736928_1.PDF:6:• The LLFA requires the Flood Risk Assessment & Drainage Strategy to be compliant with Redcar and
R-2021-0432-FFM-19736928_1.PDF:8:but base-rich loamy and clayey soils with impeded drainage.
R-2021-0432-FFM-19736928_1.PDF:9:3.5.1. Drainage
R-2021-0432-FFM-19736928_1.PDF:9:3.5.1.1. Private Drainage
R-2021-0432-FFM-19736928_1.PDF:9:Drainage plans showing surface and foul water sewers associated with the former steel works site were
R-2021-0432-FFM-19736928_1.PDF:9:obtained; however, no distinction is made between private and public sewers. Drainage plans are provided in
R-2021-0432-FFM-19736928_1.PDF:9:Drainage plans obtained (provided in Appendix B) make no distinction between private and public sewers.
R-2021-0432-FFM-19736928_1.PDF:9:3.5.1.3. Land Drainage
R-2021-0432-FFM-19736928_1.PDF:9:There is no evidence available of any land drainage systems being present within the Site. If any land drainage
R-2021-0432-FFM-19736928_1.PDF:9:is encountered during construction, it will be reconnected and/or diverted to ensure continuity of drainage post-
R-2021-0432-FFM-19736928_1.PDF:10:associated drainage system and a water treatment plant.
R-2021-0432-FFM-19736928_1.PDF:13:• The Proposed Development will incorporate a positive surface water drainage system, described further in
R-2021-0432-FFM-19736928_1.PDF:13:been implemented. These are typically associated with extreme events that overwhelm drainage systems and
R-2021-0432-FFM-19736928_1.PDF:13:capacity of the proposed surface water drainage system to both intercept and convey flows. During such an
R-2021-0432-FFM-19736928_1.PDF:13:event, water that is unable to enter the formal drainage system of the slab will accumulate at the southern end
R-2021-0432-FFM-19736928_1.PDF:14:6. Surface Water Drainage Strategy
R-2021-0432-FFM-19736928_1.PDF:14:6.1. Existing Drainage Regime
R-2021-0432-FFM-19736928_1.PDF:14:dispersing over a large area until it is intercepted by a watercourse or other drainage feature, or infiltrates into
R-2021-0432-FFM-19736928_1.PDF:14:the ground. It is possible that some run-off is intercepted by parts of the private drainage Infrastructure systems
R-2021-0432-FFM-19736928_1.PDF:14:The proposed surface water drainage strategy is illustrated on drawing number TSWK-STDC-LAC-ZZ-DR-C-
R-2021-0432-FFM-19736928_1.PDF:14:Due to the temporary nature of the Proposed Development, the drainage Infrastructure has been designed to
R-2021-0432-FFM-19736928_1.PDF:15:accommodate the 20% AEP rainfall event has been calculated using MicroDrainage Source Control to be
R-2021-0432-FFM-19736928_1.PDF:15:It is anticipated that the proposed surface water drainage system will be privately owned by South Tees
R-2021-0432-FFM-19736928_1.PDF:16:• A positive surface water drainage system.
R-2021-0432-FFM-19736928_1.PDF:16:capacity of the proposed surface water drainage system to both intercept and convey flows. During such an
R-2021-0432-FFM-19736928_1.PDF:16:event, water that is unable to enter the formal drainage system will accumulate at the southern end of the soil
R-2021-0432-FFM-19736928_1.PDF:16:The proposed surface water drainage system will discharge surface water run-off from the Proposed
R-2021-0432-FFM-19736928_1.PDF:16:Due to the temporary nature of the Proposed Development, the drainage Infrastructure has been designed to
R-2021-0432-FFM-19736928_1.PDF:16:accommodate the 20% AEP rainfall event has been calculated using MicroDrainage Source Control to be
R-2021-0432-FFM-19736928_1.PDF:16:The surface water drainage system is anticipated to be privately owned by South Tees Development
R-2021-0432-FFM-19736928_1.PDF:17:The design of the Proposed Development and its drainage systems must comply with the principles and
R-2021-0432-FFM-19736928_1.PDF:20:The Lead Local Flood Authority now agree drainage discharge rates. Please contact the LLFA to discuss this matter with
R-2021-0432-FFM-19736928_1.PDF:22: Are you aware of any specific flood risk and/or drainage issues that we should take into account within the
R-2021-0432-FFM-19736928_1.PDF:22: Flood Risk Assessment and drainage strategy for this site?
R-2021-0432-FFM-19736928_1.PDF:23:With regards to a planning submission please ensure the FRA & Drainage Strategy is compliant with Redcar and
R-2021-0432-FFM-19736928_1.PDF:24:As part of the drainage strategy, we are looking to treat surface water run-off from the site, before discharging it into
R-2021-0432-FFM-19736928_1.PDF:32: PROPOSED SURFACE WATER DRAINAGE PLAN.
R-2021-0432-FFM-19736928_1.PDF:33: PROPOSED TYPICAL DRAINAGE CHANNEL TO THE 1 IN 20-YEAR EVENT. AS THE PROPOSED WORKS ARE
R-2021-0432-FFM-19736928_1.PDF:33: 9.857 DRAINAGE ARRANGEMENTS
R-2021-0432-FFM-19736928_1.PDF:35:Epsom Surface water drainage
R-2021-0432-FFM-19736928_1.PDF:35:Micro Drainage Source Control 2019.1
R-2021-0432-FFM-19736928_1.PDF:36:Epsom Surface water drainage
R-2021-0432-FFM-19736928_1.PDF:36:Micro Drainage Source Control 2019.1
R-2021-0432-FFM-19736928_1.PDF:37:Epsom Surface water drainage
R-2021-0432-FFM-19736928_1.PDF:37:Micro Drainage Source Control 2019.1
R-2021-0432-FFM-19736928_1.PDF:38:Epsom Surface water drainage
R-2021-0432-FFM-19736928_1.PDF:38:Micro Drainage Source Control 2019.1
R-2021-0432-FFM-19736928_1.PDF:39:Epsom Surface water drainage
R-2021-0432-FFM-19736928_1.PDF:39:Micro Drainage Source Control 2019.1
R-2021-0432-FFM-19736928_1.PDF:40:Epsom Surface water drainage
R-2021-0432-FFM-19736928_1.PDF:40:Micro Drainage Source Control 2019.1
R-2021-0432-FFM-10035117-AUK-XX-XX-SP-ZZ-0258-P1-Water Treatment Prairie Excavations -Se....pdf:1:consent criteria prior to discharge into the Northumbrian Water Limited (NWL) foul drainage networks.
R-2021-0432-FFM-63262_Cover Letter_ May 2021.PDF:2:Flood Risk and Drainage
R-2021-0432-FFM-63262_Cover Letter_ May 2021.PDF:2:A Flood Risk Assessment and Drainage Strategy has been prepared by Atkins, given the site area is over 1
R-2021-0432-FFM-0432.pdf:1:Prairie Excavations”, “TSWK-STDC-LAC-ZZ-DR-C-0018” and “Flood Risk Assessment & Drainage
R-2021-0432-FFM-0432.pdf:1:CONDITION: Development shall be implemented in line with the drainage scheme contained within
R-2021-0432-FFM-0432.pdf:1:C-0018” and “Flood Risk Assessment & Drainage Strategy”. The drainage scheme shall ensure that
R-2021-0432-FFM-0432.pdf:2:proposed drainage layouts / design put forward at the planning stage satisfies the adoption criteria as
R-2021-0432-FFM-TSWK-STDC-LAC-ZZ-DR-C-0018 Lackenby Soil Treatment Hospital Area - Water Treatment Plant - Proposed Surface Water Discharge.pdf:1: PROPOSED SURFACE WATER DRAINAGE
R-2021-0432-FFM-TSWK-STDC-LAC-ZZ-DR-C-0018 Lackenby Soil Treatment Hospital Area - Water Treatment Plant - Proposed Surface Water Discharge.pdf:1: OUTLET TRADE EFFLUENT DRAINAGE CHANNEL OTHERS (MAX FLOW 5l/s)
R-2021-0432-FFM-Application Form - 24.05.21(1).pdf:5:connect to the existing drainage system? Yes x No watercourse (e.g. river, stream or beck)? Yes x No
R-2021-0432-FFM-Application Form - 24.05.21(1).pdf:5: Sustainable drainage system Existing watercourse
R-2021-0432-FFM-T1909 SOUTH TEEES DEVELOPMENT CORPORATION_Prairie Trade Effluent Consent.pdf:9: 2 Drainage Plan
R-2021-0432-FFM-5203829-HPV-DR-C-0702.PDF:1: MANUFACTURERS INSTRUCTIONS AND GULLEY AND DRAINAGE CHAMBER (FOR DETAILS REFER
R-2021-0432-FFM-TSWK-STDC-LAC-ZZ-DR-C-0012 Lackenby Soil Treatment Hospital Area - GA.PDF:1: PROPOSED SURFACE WATER DRAINAGE PLAN.
R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF:6:Any drainage outlets or interceptors to be capped by the client on completion of the works.
R-2023-0339-CD-JER10061_Redcar Energy Centre_V01_230314_Report Final V3.pdf:7: • Relict Infrastructure associated with the steel works such as pipelines and drainage
R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:6:drainage design.
R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:17:3.2.3 Pipelines, drainage Infrastructure and any other relict Infrastructure associated with steel works
R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:101:drainage systems are typically built to cope with rainfall events between 1 in 20 and 1 in 30 years, though
R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:140:soil, and by seasonal changes in the soil moisture content (related to rainfall and local drainage).
R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf:4: drainage system across the majority of the site which will reduce infiltration and the leaching of
R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf:12:Although not confirmed, it is anticipated there may be a number of buried pipelines, drainage Infrastructure
R-2023-0339-CD-230328 JER10061 Redcar Energy Centre LPA Letter Final Rev 2.pdf:15: • Relict Infrastructure associated with the steel works such as pipelines and drainage
R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:13: minimise the risk of substances entering the drainage system. Storage areas would be
R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:16: in an increase in rainfall surface water run-off, however with the appropriately designed drainage
R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:16: infiltration to shallow groundwater, through increased building cover, hardstanding and drainage.
R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:17: outline drainage strategy (Appendix 8.XX) would reduce the potential for surface water to infiltrate
R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:18:9.6.5 Drainage from the operational areas of the REC would be contained and managed on site. The
R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:24: and drainage strategy
R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:24: contaminated run-off and drainage strategy
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:17:The Wood “Flood Risk Assessment and Drainage Strategy Flood Risk Assessment and Drainage
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:25:surfaces with covers and suitable drainage to collect and dispose of waters. Validation testing of these
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:26:disposal, either via direct disposal to site foul drainage under discharge consent, via on site treatment
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:26:and discharge to foul drainage under consent, or by tankerage and disposal from site.
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:33:CPEMP to provide temporary drainage facilities and protection measures (such as silt fences) as
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:35: Surface water drainage
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:36: disposal, re-infiltration or disposal under consent to foul drainage network.
R-2022-0355-FFM-R-2022-0355-FFM-R-2022-0355-FFM Response Letter.pdf:1:The applicant should develop their surface water drainage solution by working through the Hierarchy
R-2022-0355-FFM-R-2022-0355-FFM-R-2022-0355-FFM Response Letter.pdf:1:applicant should then submit a drainage strategy reflecting our recommendations for consideration as
R-2022-0355-FFM-Decision Notice.pdf:2:3. Prior to the installation of any drainage works, a detailed scheme for the
R-2022-0355-FFM-NETWORK RAIL.pdf:2:boundary, drainage works, or schemes in proximity to railway tunnels (including tunnel shafts) please email
R-2022-0355-FFM-ApplicationFormRedacted.pdf:2: * North East by the Lackenby Channel Drainage cut and gas pipelines, forming part of the Sembcorp utilities corridor;
R-2022-0355-FFM-ApplicationFormRedacted.pdf:7: Sustainable drainage system
R-2022-0355-FFM-ApplicationFormRedacted.pdf:8:Are you proposing to connect to the existing drainage system?
R-2022-0355-FFM-LLFA.pdf:1:Local Planning Authority, details shall be submitted and approved of the surface water drainage scheme and the
R-2022-0355-FFM-LLFA.pdf:1:development shall be completed in accordance with the approved scheme. The design of the drainage scheme shall
R-2022-0355-FFM-LLFA.pdf:1:(iii) Full Micro Drainage design files (mdx files) including a catchment plan
R-2022-0355-FFM-LLFA.pdf:1:to drainage details which are often the first works on site and relate to site preparation.
R-2022-0355-FFM-LLFA.pdf:1:Planning Authority, details of a Surface Water Drainage Management Plan shall be submitted and approved by the
R-2022-0355-FFM-LLFA.pdf:1:(i) The timetable and phasing for construction of the drainage system
R-2022-0355-FFM-LLFA.pdf:2:to drainage details which are often the first works on site and relate to site preparation.
R-2022-0355-FFM-LLFA.pdf:2:3. The development shall not be occupied until a Management & Maintenance Plan for the surface water drainage
R-2022-0355-FFM-LLFA.pdf:2:REASON: To ensure that the surface water drainage Infrastructure is maintained to minimise the risk flooding in the
R-2022-0355-FFM-EA_R20220355FFM_OFFICIAL_150622.pdf:1:scheme to dispose of foul drainage and surface water has been submitted to, and
R-2022-0355-FFM-EA_R20220355FFM_OFFICIAL_150622.pdf:1:The application form states that discharge of foul drainage is ‘unknown’.
R-2022-0355-FFM-EA_R20220355FFM_OFFICIAL_150622.pdf:1:proposing to use non-mains drainage, they must provide details of the non-mains
R-2022-0355-FFM-EA_R20220355FFM_OFFICIAL_150622.pdf:1:drainage to be used, and demonstrate why they are unable to connect to the
R-2022-0355-FFM-Officer report.pdf:4:as a scheme to dispose of foul drainage and surface water has been
R-2022-0355-FFM-Officer report.pdf:5:submitted and approved of the surface water drainage scheme and the
R-2022-0355-FFM-Officer report.pdf:5:The design of the drainage scheme shall include;
R-2022-0355-FFM-Officer report.pdf:6:(iii) Full Micro Drainage design files (mdx files) including a catchment plan
R-2022-0355-FFM-Officer report.pdf:6:any works commencing on site it relates to drainage details which are often
R-2022-0355-FFM-Officer report.pdf:6:Water Drainage Management Plan shall be submitted and approved by the
R-2022-0355-FFM-Officer report.pdf:6:(i) The timetable and phasing for construction of the drainage system
R-2022-0355-FFM-Officer report.pdf:6:any works commencing on site it relates to drainage details which are often
R-2022-0355-FFM-Officer report.pdf:6:Plan for the surface water drainage scheme has been submitted to and
R-2022-0355-FFM-Officer report.pdf:6:REASON: To ensure that the surface water drainage Infrastructure is
R-2022-0355-FFM-Officer report.pdf:8: The impacts on drainage
R-2022-0355-FFM-Officer report.pdf:12:The impacts on drainage
R-2022-0355-FFM-Officer report.pdf:12:continues to have conditions relating to drainage that require discharging,
R-2022-0355-FFM-Officer report.pdf:12:considered likely that the final drainage scheme will cover the entire
R-2022-0355-FFM-Officer report.pdf:12:that the Environment Agency requested that the drainage condition be pre-
R-2022-0355-FFM-Officer report.pdf:12:drainage Infrastructure is appropriate. Drainage matters relating to
R-2022-0355-FFM-Officer report.pdf:12:conditions, not considered to have an adverse impact on drainage matters.
R-2022-0355-FFM-Officer report.pdf:14:Technical matters relating to drainage, contamination/nuisance, highways and
R-2022-0355-FFM-Officer report.pdf:15:3. Prior to the installation of any drainage works, a detailed scheme for the
R-2022-0355-FFM-Application Form.pdf:2: * North East by the Lackenby Channel Drainage cut and gas
R-2022-0355-FFM-Application Form.pdf:5:connect to the existing drainage system? Yes No watercourse (e.g. river, stream or beck)? Yes x No
R-2022-0355-FFM-Application Form.pdf:5: Sustainable drainage system x Existing watercourse
R-2021-0846-FFM-SDMO Data Sheet .pdf:1: Oil drainage pump
R-2021-0846-FFM-ApplicationFormRedacted.pdf:4: Sustainable drainage system
R-2021-0846-FFM-ApplicationFormRedacted.pdf:5:Are you proposing to connect to the existing drainage system? Yes No Unknown
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:13:The Wood “Flood Risk Assessment and Drainage Strategy Flood Risk Assessment and Drainage
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:21:surfaces with covers and suitable drainage to collect and dispose of waters. Validation testing of these
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:22:disposal, either via direct disposal to site foul drainage under discharge consent, via on site treatment
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:22:and discharge to foul drainage under consent, or by tankerage and disposal from site.
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:28:CEMP to provide temporary drainage facilities and protection measures (such as silt fences) as
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:30: • Surface water drainage
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:31: disposal, re-infiltration or disposal under consent to foul drainage network.
R-2021-0846-FFM-63455 01 Free Port - Cover Letter 05.10.21.pdf:3:Flood Risk and Drainage
R-2021-0846-FFM-63455 01 Free Port - Cover Letter 05.10.21.pdf:3:The Wood “Flood Risk Assessment and Drainage Strategy Flood Risk Assessment and Drainage Strategy”
R-2021-0846-FFM-LLFA.pdf:1:The development shall be carried out in strict accordance with the flood Risk and Drainage Strategy that confirms
R-2021-0846-FFM-NWL 0846.pdf:1:are proposed in the application documents. Should the drainage proposal change for this application,
R-2021-0846-FFM-DECISION NOTICE.pdf:2: the Flood Risk Assessment and Drainage Strategy (Wood) (June 2019) unless
R-2021-0846-FFM-OFFICER REPORT.pdf:1: Flood Risk Assessment and Drainage Strategy Flood Risk Assessment
R-2021-0846-FFM-OFFICER REPORT.pdf:1: and Drainage Strategy, (Wood)
R-2021-0846-FFM-OFFICER REPORT.pdf:3:application documents. Should the drainage proposal change for this
R-2021-0846-FFM-OFFICER REPORT.pdf:3:accordance with the flood Risk and Drainage Strategy that confirms the end
R-2021-0846-FFM-OFFICER REPORT.pdf:4: The impacts on drainage
R-2021-0846-FFM-OFFICER REPORT.pdf:5:The impacts on drainage
R-2021-0846-FFM-OFFICER REPORT.pdf:5:Drainage Strategy, prepared by Wood, dated June 2019.
R-2021-0846-FFM-OFFICER REPORT.pdf:6:Technical matters relating to drainage, contamination/nuisance and highways
R-2021-0846-FFM-OFFICER REPORT.pdf:7: with the Flood Risk Assessment and Drainage Strategy (Wood) (June
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:1: Flood Risk Assessment and Drainage Strategy
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:2:design_technical\03 fra and drainage\1. surface water Document revisions
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:2: Drainage Strategy
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:2: PO1 Drainage Strategy
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:3:4. Drainage Strategy 15
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:3:4.4 Surface Water Drainage Strategy 19
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:3: Proposed Drainage Systems 20
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:4:7.2 Drainage Strategy 25
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:4: Appendix B Greenfield MicroDrainage Results
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:4: Appendix C Proposed MicroDrainage Results
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:5:Assessment and Drainage Strategy (FRS & DS) relating to the six storage mound sites in which STDC intend
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:5:The outline flood risk assessment and drainage strategy has been developed based on information available
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:6:simple models created to establish the baseline drainage requirements for the development proposals for all
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:6: To provide outline design and sizing of collection and drainage attenuation systems (SUDS);
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:6: To define a drainage maintenance and management plan, which will set out the tasks,
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:6: To provide appropriate drainage details in-order to updated drawings to support the planning
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:13:be managed via a temporary drainage system that will ensure that surface water flood risk to adjacent areas
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:13:is not increased. This is described further within the proposed surface water drainage strategies in Section
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:13:addition, during the site visit on the 24 May 2019 no existing manholes or other drainage Infrastructure was
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:14:runoff rates from them, potentially resulting in an increase in downstream flood risk. Drainage strategies
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:14:development will be avoided on land within Flood Zone 2. Drainage requirements for future use of the
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:15:4. Drainage Strategy
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:15:This main focus of the Drainage Strategy section of this report is on the managing surface water runoff from
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:15:increase in ground levels of no more than 500mm will not materially affect existing drainage regimes or
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:15:The approach of this drainage strategy is to firstly undertake a high-level assessment of the existing or
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:15:baseline drainage regimes for the areas where the six storage mounds are to be located. This was done
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:15:agreement with the LLFA. The modelling of the theoretical Greenfield rates, as well as the proposed drainage
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:15:systems, has been undertaken using Innovyze MicroDrainage Version 2018.
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:15:flows to the agreed rates using MicroDrainage software.
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:15:six storage mounds sites. Two drainage catchments were identified, one covering the Grangetown Prairie
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:15:For the baseline conditions and as a conservative assumption, representation of any subsurface drainage
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:19:4.4 Surface Water Drainage Strategy
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:19: Drainage ditches will to be designed to contain the 3.33%AEP event (i.e. 1 in 30 year return
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:20:Proposed Drainage Systems
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:20:Details of the proposed drainage system for each of the six storage mounds along with agreed discharge
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:20:1C comprise the provision of a drainage ditch around the perimeter of each mound. These will gravitate
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:20:comprises the provision of a drainage ditch around the perimeter of the mound. These will gravitate flows to
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:21:comprise the provision of a drainage ditch around the perimeter of the mound. Due to local levels it is
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:21:comprise the provision of a drainage ditch around the perimeter of the mound. These will gravitate flows to
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:21:For both Warrenby 3A and 3B model results show that minor flooding occurs from the drainage ditches
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:22: If any additional temporary drainage is required in-order to channel any surface water into
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:24: Operation and maintenance of the drainage system, storage and settlement ponds; and,
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:24:drainage Infrastructure proposed within the site. This plan documents the tasks, frequency and methodology
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:24:level of service for current and future uses of the site. This will include both traditional drainage
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:24:The key pieces of drainage Infrastructure identified include the following:
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:24: Drainage ditches;;
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:25:This Flood Risk Assessment and Drainage Strategy (FRA & DS) has been produced to support the STDC
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:25: to be managed via a drainage system that will ensure that surface water flood risk to
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:25:7.2 Drainage Strategy
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:25:A drainage system comprising of ditches and pipes will be provided to collect runoff from the storage
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:26:of no more than 500mm will result in minor alteration of the existing drainage regimes. It is intended that
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:26:these increases will be adequately managed through the provision of future surface water drainage as to not
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:26:Drainage Strategy. This plan documents the tasks, frequency and methodology required to ensure that the
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:28:Greenfield MicroDrainage Results
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:29:Proposed MicroDrainage Results
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:6: at c.0.10m BGL … base of concrete drainage channel.
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:6:1.60 J6 at c.0.50m BGL … top of covered drainage channel.
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:198: at c.0.10m BGL … base of concrete drainage channel.
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:198:1.60 J6 at c.0.50m BGL … top of covered drainage channel.
R-2021-0439-CD-R 2020 0357 OOM Decision Notice.pdf:5: installation of the approved surface water drainage Infrastructure.
R-2021-0439-CD-R 2020 0357 OOM Decision Notice.pdf:5: installation of the approved surface water or foul drainage Infrastructure.
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:15:The Wood “Flood Risk Assessment and Drainage Strategy Flood Risk Assessment and Drainage
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:24:surfaces with covers and suitable drainage to collect and dispose of waters. Validation testing of these
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:27:disposal, either via direct disposal to site foul drainage under discharge consent, via on site treatment
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:27:and discharge to foul drainage under consent, or by tankerage and disposal from site.
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:33:component of the CPEMP to provide temporary drainage facilities and protection measures (such as
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:35: Ground and surface water drainage plans
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:36: disposal, re-infiltration or disposal under consent to foul drainage network.
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:2: Section 2 Site Preparation, Excavation & Drainage
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:2: 2.7 Installation of Sub-Drainage System
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:9:Drainage
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:9: 2.7 Installation of Sub-Drainage System
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:10: conditions and in particular the drainage characteristics of the existing soil. Additional
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:10: drainage may be required per the engineer’s design.
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:11: Allow for granular base course layer and, where applicable, drainage layer.
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:13: Sub-Base Course / Drainage Layer4
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:13: Sub-Base Course / Drainage Layer4
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:13: course/drainage layer, the base course and the pavement.
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:13: 5. Sub-base course/drainage layer per engineers specifications. 4” (100 mm) minimum depth of a compactable angular
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:13: aggregate, placed on a geogrid or filter fabric, based on project design requirements. Compact sub-base/drainage layer
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:16: Installation of Sub-Drainage
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:16: Install sub-drainage piping as per drawing layout and elevations.
R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:24: Existing drainage services / inspection chambers, light pole bases and footings.
R-2023-0253-RMM-Ulticolour Brochure.pdf:2:quality and durability in a access to high quality aggregates asphalt for improved drainage and offers architects and urban planners
R-2023-0253-RMM-Ulticolour Brochure.pdf:3: of applications from play areas and pedestrian of coloured aggregates and our specialist production POROUS, a high drainage surface to
R-2023-0253-RMM-Ulticolour Brochure.pdf:5: Porous 10mm sustainable drainage
R-2023-0253-RMM-Ulticolour Brochure.pdf:6: that resist surface wear. for improved drainage or as pre- trafficking just as quickly too. How do I carry out repairs Yorkshire, North East
R-2023-0253-RMM-GrasscreteBrochure.pdf:3: • Laybys / pull ins • Drainage channels
R-2023-0253-RMM-GrasscreteBrochure.pdf:3: • SUDS (sustainable urban drainage system) • Spillways
R-2023-0253-RMM-GrasscreteBrochure.pdf:6: • Reduces on and offsite drainage requirements
R-2023-0253-RMM-GrasscreteBrochure.pdf:7:sustainable drainage technology(SUDS)
R-2023-0253-RMM-GrasscreteBrochure.pdf:7: drainage technology 7
R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf:3: - Condition 10 – Surface Water Drainage Management Plan;
R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf:5: Drainage Strategies Doran Consulting
R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf:14: layout, architecture and drainage strategy, and which visually enhances the proposed
R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf:18: discharge of the drainage conditions (8, 9, 10 and 11) of the outline planning consent.
R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf:27:5.7 Conditions 8, 9, 10 and 11 relate to drainage matters, all of which are addressed in the Drainage
R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf:28: following sections note the requirements of each drainage condition and highlight where the required
R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf:28: details are located within the drainage strategy.
R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf:28: Detail Location within Drainage Strategy
R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf:28: Foul water drainage plan Appendix C – Drawing number
R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf:28: surface water drainage scheme and the development shall be completed in accordance with
R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf:28: The design of the drainage scheme shall include:
R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf:28: (iii) Full Micro Drainage design files (mdx files) including a catchment plan;
R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf:28: Detail Location within Drainage Strategy
R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf:28: Micro drainage files Appendix E
R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf:29: Condition 10. Condition Discharge - Surface Water Drainage Management Plan
R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf:29: with the Local Planning Authority, details of a Surface Water Drainage Management Plan shall
R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf:29: (i) The timetable and phasing for construction of the drainage system
R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf:29: Detail Location within Drainage Strategy
R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf:29: Phasing of construction of drainage system Section 9
R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf:29: water drainage scheme has been submitted to and approved by the Local Planning Authority;
R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf:30: Detail Location within Drainage Strategy
R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf:30: Surface water management and maintenance Section 8 of Drainage Report
R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf:31: - Pond – Priority habitat - The Site landscaping will include the creation of a Sustainable Drainage
R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf:33:5.18 Excavated material from the build process and Sustainable Drainage System (SuDS) features will
R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf:34:5.28 The primary purpose of this area is to deliver a sustainable drainage strategy for the site. Sufficient
R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf:36: drainage and root development. Soil will be graded and prepared as a seed tilth.
R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf:36: is loosened to reduced excessive compaction and to ensure drainage and root development. All
R-2023-0253-RMM-Grangetown ERF - PS - RM - Mar 23.pdf:47:Drainage Strategy (Conditions 8, 9 10, 11)
R-2023-0253-RMM-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf:13: habitat through on-Site drainage and interception. The pond will
R-2023-0253-RMM-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf:15: Sustainable Drainage Scheme range of invertebrates, but may also
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:1:DRAINAGE STRATEGY
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:2:DRAINAGE STRATEGY REPORT
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:3:4.0 EXISTING DRAINAGE ………………………………………………………………………… 8
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:3:7.0 DRAINAGE OPERATIONS AND MAINTENANCE REQUIREMENTS ………. 18
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:3:9.0 PHASING OF PROPOSED DRAINAGE SYSTEMS……………………………….. 21
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:3:DRAINAGE STRATEGY REPORT
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:4:drainage strategy and design for a proposed Energy from Waste (EfW) Facility to be located
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:4:DRAINAGE STRATEGY REPORT
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:5:drainage design for the Tees Valley Energy from Waste Facility.
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:5:DRAINAGE STRATEGY REPORT
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:6:relation to the design of the proposed drainage systems.
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:6:3.2 Condition 9: Surface water drainage scheme
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:6:surface water drainage scheme and the development shall be completed in accordance with
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:6:The design of the drainage scheme shall include:
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:6: iii) Full Micro Drainage design files (mdx files) including a catchment plan;
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:6:3.3 Condition 10: Surface Water Drainage Management Plan
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:6:with the Local Planning Authority, details of a Surface Water Drainage Management Plan shall
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:6: i) The timetable and phasing for construction of the drainage system
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:6:DRAINAGE STRATEGY REPORT
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:7:surface water drainage scheme has been submitted to and approved by the Local Planning
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:7:DRAINAGE STRATEGY REPORT
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:8:4.0 EXISTING DRAINAGE
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:8:currently been undertaken. In relation to the proposed design of site drainage systems, the
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:8:4.1 Existing Drainage Flow Rates
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:8:extents within their calculations. This report considers the proposed drainage provisions within
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:8:the site boundary only. It is noted that drainage provisions within the adjacent highway
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:8:4.2 Existing Drainage Infrastructure
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:8:It is understood that any private drainage within the site has been abandoned or removed as
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:8:DRAINAGE STRATEGY REPORT
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:9:surface water drainage system has been undertaken to provide a sustainable solution,
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:9:within the surface water drainage system has been calculated to be circa 4,000 m3. The
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:9:5.1 General Drainage Design Parameters
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:9:methods considered best practice, the following parameters have been applied to drainage
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:9:• Where possible, drainage design should work towards mimicking greenfield run-off
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:9:5.2 Surface Water Drainage Objectives and constraints
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:9:Site investigations including boreholes and trenches have identified that drainage infiltration
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:9:DRAINAGE STRATEGY REPORT
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:10:A surface water drainage design has been undertaken for the project and detailed drawings
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:10:across the site via a range of rainwater pipes (both gravity and siphonic), gullies, drainage
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:10:Figure 5.1 presents a summary of the various surface water drainage features being included
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:10:DRAINAGE STRATEGY REPORT
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:11: Figure 5.1 – Proposed Surface Water Drainage Strategy
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:11: within the surface water drainage systems to accommodate a 1 in 30 year storm event. The
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:11: DRAINAGE STRATEGY REPORT
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:12:the estimated out of sewer flooding (modelled using Micro-drainage Floodflow software) within
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:12:the Q100 design event. Out of sewer water is shown to accumulate along drainage valley
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:12:5.6 Drainage to Oil/Ammonia Delivery Area
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:12:drainage solution. The solution proposed comprises of a dedicated drainage channel/gully
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:12:drainage system. Surface water collected from this area shall drain through a valve chamber,
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:12:DRAINAGE STRATEGY REPORT
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:13:5.7 Drainage to External Storage Bunds
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:13:the adjacent surface water drainage systems. Oil detection sensors, will be provided where
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:13:surface water drainage system and ultimately pass through an oil separator, prior to discharge
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:13:5.8 Sustainable Drainage Systems
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:13:DRAINAGE STRATEGY REPORT
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:14: provide water retention and effectively slow down the release to the positive drainage
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:14:be provided across the surface water drainage network to intercept suspended silt close to
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:14:separators, bespoke drainage solutions for oil/chemical delivery and storage areas and an
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:14:automatic site shut-off valve to allow the site drainage system to be isolated from the receiving
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:14:DRAINAGE STRATEGY REPORT
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:15:generated from the proposed site activities. A dedicated closed drainage system shall be
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:15:Process drainage pipework shall be designed to cater for high temperatures and chemical
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:15:composition as per process requirements. The areas where such drainage systems will be
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:15:DRAINAGE STRATEGY REPORT
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:16:will be collected via a proposed foul drainage system and discharged to a pumping station.
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:16:of the site away from the proposed foul drainage system. The pumping station will pump flows
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:16:to the proposed foul drainage network.
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:16:The foul drainage system has been designed to the relevant British Standards for the
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:16:as part of the general drainage maintenance programme for the developement.
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:16:The propopsed foul drainage system is designed to convey peak flows from the proposed
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:16:Figure 6.1 presents a summary of the various foul water drainage features being included as
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:16:DRAINAGE STRATEGY REPORT
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:17: to existing drainage
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:17: DRAINAGE STRATEGY REPORT
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:18:7.0 DRAINAGE OPERATIONS AND MAINTENANCE
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:18:water drainage design:
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:18:• Drainage Channels
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:18:cleaning, operation and maintenance of the drainage elements until completion of the project.
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:18:DRAINAGE STRATEGY REPORT
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:19:The following section aims to outline the below ground drainage elements within the proposed
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:19:8.3 Gullies and Drainage Channels
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:19:Gullies and drainage channels are proposed across the scheme to collect surface water.
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:19:within the surface water drainage system. The silt pits shall be regularly cleaned out in
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:19:DRAINAGE STRATEGY REPORT
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:20:which shall effectively be able to isolate the site drainage system from external receiving
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:20:There are a number of drainage sewers proposed to be installed beneath the proposed
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:20:building to convey foul drainage flows into the sitewide systems from the process drainage
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:20:network and sanitary drainage.
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:20:The installation of the drainage below the building footprint shall be undertaken in a
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:20:considerate and sensitive manner. The drainage shall consist of robust materials, class H
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:20:concrete or cast iron. The integrity of the drainage shall be checked at time of construction
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:20:DRAINAGE STRATEGY REPORT
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:21:9.0 PHASING OF PROPOSED DRAINAGE SYSTEMS
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:21:The phasing of the drainage installation across the site shall be developed in agreement with
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:21:A construction phase drainage system shall be designed to serve the site during initial
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:21:Process drainage shall be encompassed within the proposed floor slabs across the facility and
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:21:DRAINAGE STRATEGY REPORT
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:22:water drainage design for the proposed Tees Valley Energy from Waste facility, Grangetown.
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:22:The proposed surface water and foul water drainage systems have resulted in sustainable
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:22:and robust drainage systems.
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:22:Dedicated drainage solutions have also been designed to accommodate a series of external
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:22:for re-use. The process drainage shall be a closed system and no discharge to external site
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:22:drainage systems shall be permitted.
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:22:DRAINAGE STRATEGY REPORT
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:23: PROPOSED DRAINAGE DRAWINGS
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:23: MICRO DRAINAGE CALCULATIONS
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:23:DRAINAGE STRATEGY REPORT
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:24:DRAINAGE STRATEGY REPORT
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:25:DRAINAGE STRATEGY REPORT
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:27:DRAINAGE STRATEGY REPORT
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:28:the basis for setting consents for the drainage of surface water runoff from sites.
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:28:Hydrological characteristics the blockage risk is addressed by using appropriate drainage
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:28:operational characteristics of any drainage scheme.
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:29:DRAINAGE STRATEGY REPORT
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:36:DRAINAGE STRATEGY REPORT
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:38:DRAINAGE STRATEGY REPORT
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:85:DRAINAGE STRATEGY REPORT
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:87:DRAINAGE STRATEGY REPORT
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:88:Drainage Maintenance Maintenance Activity Regularity Date of Inspection/ Inspected/
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:88:Drainage Channels Site Operator
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:89:Drainage Maintenance Maintenance Activity Regularity Date of Inspection/ Inspected/
R-2023-0253-RMM-212018-DC-RP-C-01_P07-Drainage Strategy Report COMPRESSED.pdf:90:Drainage Maintenance Maintenance Activity Regularity Date of Inspection/ Inspected/
R-2023-0253-RMM-ECL.007.04.01CEMP-ANNEX.3 Issue 2.pdf:7: stockpiles are to be located away from watercourses and drainage system, and
R-2023-0253-RMM-50134151_1_CPP.pdf:3:5.12.1 Water Runoff and Drainage …………………………………………………………………………………………………………………. 40
R-2023-0253-RMM-50134151_1_CPP.pdf:8: Install construction drainage
R-2023-0253-RMM-50134151_1_CPP.pdf:40: Choosing a dry / naturally drained location for stockpiling or providing drainage
R-2023-0253-RMM-50134151_1_CPP.pdf:40:5.12.1 Water Runoff and Drainage
R-2023-0253-RMM-50134216_1_CEMP.pdf:13:including ponds, lagoons, drainage channels and culverts. These are considered to be ephemeral, although
R-2023-0253-RMM-50134216_1_CEMP.pdf:13:localised poor drainage. The former course of Holme Beck runs immediately to the west of the site in 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: drainage system.
R-2023-0253-RMM-50134216_1_CEMP.pdf:14: from all drainage channels / culverts or water bodies or anywhere at risk
R-2023-0253-RMM-50134216_1_CEMP.pdf:15: drainage system of bunds shall be sealed with no discharge to any water
R-2021-0943-CD-OFFICER REPORT.pdf:4:do not relate to drainage matters and therefore they fall outside of scope for requiring
R-2021-0943-CD-DECISION NOTICE.pdf:2: PC1084-RHD-SB-DN-DR-C-1385_P01 Drainage received by the LPA on
R-2021-0943-CD-DECISION NOTICE.pdf:3: installation of the approved surface water drainage Infrastructure.
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:3:5.12 Control Measures for Drainage
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:25: Surface water and foul drainage locations – No known live services present
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:46:processes), site spillages/leaks, waste storage areas, and drainage lines.
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:49:5.12 Control Measures for Drainage
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:50: Surface Water Drainage
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:50: It is understood that there is no formal drainage system from the existing land adjacent to the
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:50: Tees estuary. It is understood that surface water runoff and drainage from the land is likely to flow
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:55: • Washout arrangements will be located 10m away from drainage gullies, surface water
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:56: • Surface drainage in the area around the batching plant will be controlled as we are
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:57: • Within 10M of a watercourse, ditch or drainage channel
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:60:5.12 Control measures for Drainage
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:60:Drainage systems can act as a pathway to spread pollutants. Drains can also make pollution invisible,
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:60: • All existing drainage on site (e.g. surface water, foul sewer) will be identified and a “drainage
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:115:GRAHAM to take account of the location of the local drainage system (and watercourses); any
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:117: 1.7 Site Drainage plan
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:126:Appendix 1.7: Site Drainage Plan
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:3:5.12 Control Measures for Drainage
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:25: Surface water and foul drainage locations – No known live services present
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:46:processes), site spillages/leaks, waste storage areas, and drainage lines.
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:49:5.12 Control Measures for Drainage
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:50: Surface Water Drainage
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:50: It is understood that there is no formal drainage system from the existing land adjacent to the
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:50: Tees estuary. It is understood that surface water runoff and drainage from the land is likely to flow
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:55: • Washout arrangements will be located 10m away from drainage gullies, surface water
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:56: • Surface drainage in the area around the batching plant will be controlled as we are
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:57: • Within 10M of a watercourse, ditch or drainage channel
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:60:5.12 Control measures for Drainage
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:60:Drainage systems can act as a pathway to spread pollutants. Drains can also make pollution invisible,
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:60: • All existing drainage on site (e.g. surface water, foul sewer) will be identified and a “drainage
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:115:GRAHAM to take account of the location of the local drainage system (and watercourses); any
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:118: 1.7 Site Drainage plan
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:128:Appendix 1.7: Site Drainage Plan
R-2020-0598-FF-email.pdf:8:outriggers, crossing with vehicles, hand digging or machine digging, ditching, demolition, drainage
R-2020-0598-FF-email.pdf:13: Increase/decrease in land drainage within 50m of CATS pipeline YES No
R-2020-0598-FF-0598 NWL.pdf:1:The developer should develop their surface water drainage solution by working through the following,
R-2020-0598-FF-0598 NWL.pdf:1: Discharge to a surface water sewer, highway drain, or another drainage system
R-2020-0598-FF-Application Form(2).pdf:5:connect to the existing drainage system? Yes No
R-2020-0598-FF-Application Form(2).pdf:5: C] Sustainable drainage system Existing watercourse
R-2022-0411-CD-R 2020 0357 OOM Decision Notice.pdf:5: installation of the approved surface water drainage Infrastructure.
R-2022-0411-CD-R 2020 0357 OOM Decision Notice.pdf:5: installation of the approved surface water or foul drainage Infrastructure.
R-2021-1077-CD-ApplicationFormRedacted.pdf:1:- North East by the Lackenby Channel drainage cut and gas pipelines, forming part of the Sembcorp utilities corridor;
R-2021-1077-CD-R 2020 0357 OOM Decision Notice.pdf:5: installation of the approved surface water drainage Infrastructure.
R-2021-1077-CD-R 2020 0357 OOM Decision Notice.pdf:5: installation of the approved surface water or foul drainage Infrastructure.
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:221: at c.0.10m BGL … base of concrete drainage channel.
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:221:1.60 J6 at c.0.50m BGL … top of covered drainage channel.
R-2020-0318-FFM-R 2020 0318 FFM NWL.pdf:1:this stage we would have no comments to make regarding the drainage of the site, as no new
R-2020-0318-FFM-R 2020 0318 FFM NWL.pdf:1:drainage proposal change for this application, we would request re-consultation.
R-2020-0318-FFM-Prairie Site Remediation EcIA_Issue.PDF:42:CEMP, SuDS pond and other associated drainage works. As part of the BNG
R-2020-0318-FFM-Prairie Site Remediation EcIA_Issue.PDF:84:additional drainage from the road enters the beck through a pipe.
R-2020-0318-FFM-Prairie Site Remediation HRA_Issue.PDF:16:• Exclusion of the upper reaches of the Lackenby Channel (Drainage Cut),
R-2020-0318-FFM-Prairie Site Remediation HRA_Issue.PDF:27:associated drainage works.
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:6: drainage for a wider industrial area, establishing a true causal relationship between site derived
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:26: sub-surface drainage systems.
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: feature is present in the south west Given the previous development of the area, the surface water drainage
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: is likely to be highly modified, and there are culverted surface waters and below ground drainage present
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:43: Surface water drainage from buildings discharged to the storm water system to Knitting Wife Beck
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:70: Infrastructure including tramways, and previous drainage was truncated. The Coatham Iron Works was
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:70: area possibly related to the annotated ‘Marsh Hills and ancient salt hills’. A series of drainage channels
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:74: amendment to the surface water drainage channels. Redevelopment included water coolers and a water
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:74: the area, the drainage pattern has been amended. This includes ‘The Mill Race’ that flows in a northerly
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:84: crossed by drainage channels, and comprised marsh and ancient salt hills at that time. The former
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:104: The installation of positive drainage and a
R-2020-0318-FFM-Consultee Response - Network Rail.pdf:1:any impact to railway drainage assets in the area and the track support zone.
R-2020-0318-FFM-318 contam land.pdf:2:• Surface water drainage
R-2020-0318-FFM-EP CL.pdf:2: Surface water drainage
R-2020-0318-FFM-EP CL.pdf:3: • Surface water drainage
R-2020-0318-FFM-Phase II ESA.PDF:200: at c.0.10m BGL … base of concrete drainage channel.
R-2020-0318-FFM-Phase II ESA.PDF:200:1.30 PID <0.1ppm at c.0.50m BGL … top of covered drainage channel.
R-2020-0318-FFM-officer report.pdf:3:No comments to make regarding the drainage of the site, as no new
R-2020-0318-FFM-officer report.pdf:3:documents. Should the drainage proposal change for this application, we
R-2020-0318-FFM-officer report.pdf:9: Surface water drainage
R-2020-0318-FFM-officer report.pdf:9:• Surface water drainage
R-2020-0318-FFM-officer report.pdf:10:• Surface water drainage
R-2020-0318-FFM-officer report.pdf:22:appropriate and subject to their implementation there are not drainage issues
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:25:on hardstanding or an impermeable layer with drainage to prevent leachate from entering the ground
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:30:The Wood “Flood Risk Assessment and Drainage Strategy Flood Risk Assessment and Drainage
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:33:surfaces with covers and suitable drainage to collect and dispose of waters. Validation testing of these
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:34:either via direct disposal to site foul drainage under discharge consent, via on site treatment and
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:34:discharge to foul drainage under consent, or by tankerage and disposal from site. Any temporary
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:40:to provide temporary drainage facilities and protection measures (such as silt fences) as necessary to
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:40:drainage silt trap / settlement tank, or similar, to remove solids and fines from water. Any further
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:42: Surface water drainage
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:43: disposal, re-infiltration or disposal under consent to foul drainage network.
R-2020-0318-FFM-EA R_2020_0318_FFM 20 August 2020 OFFICIAL_.pdf:3: greater difficulties in providing for drainage connections;
R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:6:current proposed outlines for water management and drainage at the site aim to provide
R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:17: drainage at the site aim to provide the best practical way forward for the site design
R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:50: multiple benefits to the site such as drainage by
R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:55: ∙ link the watercourses to drainage SUDS so they are
R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:59: machinery should be carried away from any watercourse or drainage (at least
R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:61: water bodies. The current proposed outlines for water management and drainage at
R-2021-0924-CD-Decision Notice 0357.pdf:5: installation of the approved surface water drainage Infrastructure.
R-2021-0924-CD-Decision Notice 0357.pdf:5: installation of the approved surface water or foul drainage Infrastructure.
R-2021-0924-CD-ApplicationFormRedacted.pdf:1:- North East by the Lackenby Channel drainage cut and gas pipelines, forming part of the Sembcorp utilities corridor;
R-2021-0729-CD-Decision Notice.pdf:5: installation of the approved surface water drainage Infrastructure.
R-2021-0729-CD-Decision Notice.pdf:5: installation of the approved surface water or foul drainage Infrastructure.
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 (2)- Water.pdf:6:APPENDIX 9.3: DRAINAGE PLAN WITH SITE LAYOUT
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 10 - LVIA.pdf:15: as well as assist with the management of water systems. Chapter 9, Flood Risk and Drainage goes into this in
R-2023-0291-ESM-SOL_23_P016_GLR Statement of Community Engagement Annex 1 - EIA Screening Response.pdf:3: protect groundwater and any drainage system to surface water and/or local networks;
R-2023-0291-ESM-SOL_23_P016_GLR Statement of Community Engagement Annex 1 - EIA Screening Response.pdf:4:the site and will connect to existing surface water drainage system. At this early stage no additional
R-2023-0291-ESM-SOL_23_P016_GLR Statement of Community Engagement Annex 1 - EIA Screening Response.pdf:4:and also the tees valley sustainable urban drainage systems (suds) guidance design guide & local
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:1:Environmental Statement Volume 1: Chapter 9 – Flood Risk, Hydrology & Drainage
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:1: DRAINAGE
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:2:Environmental Statement Volume 1: Chapter 9 – Flood Risk, Hydrology & Drainage
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:2:9. FLOOD RISK AND DRAINAGE
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:2: demand and foul drainage demand. As well as this, this chapter will cover off the impacts on surface
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:3:Environmental Statement Volume 1: Chapter 9 – Flood Risk, Hydrology & Drainage
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:3: Where the drainage system discharges to a surface water body that can accommodate
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:3: need not apply. Major developments will be required to submit a drainage plan which should
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:3: c) New site drainage systems are well designed, taking account of events that exceed the normal
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:4:Environmental Statement Volume 1: Chapter 9 – Flood Risk, Hydrology & Drainage
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:4: quantity and quality, groundwater quantity and quality, flood risk and wastewater drainage as a result
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:4:9.8. The ES chapter will draw on the findings of the FRA and the surface water strategy and foul drainage
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:4: adverse impact on flood risk from all sources. Similarly, the drainage strategy will be the primary means
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:4: of effects encompasses surface water and groundwater quality and quantity, drainage and flood risk.
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:5:Environmental Statement Volume 1: Chapter 9 – Flood Risk, Hydrology & Drainage
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:5: • Review of the accompanying Flood Risk Assessment (FRA) and Surface Water Drainage Strategy
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:5: • Foul Drainage Consultation (refer to Appendix 9.4 and 9.5 of Volume 2).
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:6:Environmental Statement Volume 1: Chapter 9 – Flood Risk, Hydrology & Drainage
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:6: Surface Water Drainage Critical Drainage Area
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:6: Surface Water Drainage Medium to High surface water flood risk
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:6: Surface Water Drainage Low or no surface water flood risk
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:7:Environmental Statement Volume 1: Chapter 9 – Flood Risk, Hydrology & Drainage
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:7: extent and various other drainage features are located in close proximity to the Site which connect to
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:8:Environmental Statement Volume 1: Chapter 9 – Flood Risk, Hydrology & Drainage
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:9:Environmental Statement Volume 1: Chapter 9 – Flood Risk, Hydrology & Drainage
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:10:Environmental Statement Volume 1: Chapter 9 – Flood Risk, Hydrology & Drainage
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:11:Environmental Statement Volume 1: Chapter 9 – Flood Risk, Hydrology & Drainage
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:11:Surface Water Drainage
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:11:9.41. A Critical Drainage Area (CDA) is defined as “areas identified from historical flood events and/or modelled
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:11:9.44. The Application Site is not located within a CDA and, therefore, surface water drainage is considered to
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:12:Environmental Statement Volume 1: Chapter 9 – Flood Risk, Hydrology & Drainage
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:12:9.48. The Proposed Development would introduce the need for additional water and foul drainage supply at
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:12:9.51. In terms of flood risk and drainage, the current baseline has been assessed with regard to existing
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:13:Environmental Statement Volume 1: Chapter 9 – Flood Risk, Hydrology & Drainage
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:13: Sustainable Drainage Systems (SuDS). Any additional mitigation measures that are not shown within the
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:13: considered to be Negligible to Minor Adverse for surface water drainage (low sensitivity receptor).
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:13:9.58. During each phase of the Proposed Development, a construction compound will implement a drainage
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:13: Earthworks’, which details methods that should be considered for the general control of drainage on
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:14:Environmental Statement Volume 1: Chapter 9 – Flood Risk, Hydrology & Drainage
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:14:9.59. All necessary drainage works would be installed to ensure that the increase in surface water runoff as a
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:15:Environmental Statement Volume 1: Chapter 9 – Flood Risk, Hydrology & Drainage
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:15:9.71. As well as this, should the Site drainage be allowed to enter existing drainage Infrastructure or the ground
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:15:9.74. The construction drainage system will be designed and managed to comply with BS6031:2009 ‘The
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:16:Environmental Statement Volume 1: Chapter 9 – Flood Risk, Hydrology & Drainage
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:16: the general control of drainage on construction sites (Ref 9.18). Further advice is contained within the
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:16: measures for the control of the Site drainage, reducing the risk of accidental spillages and the storage
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:16: During each phase of the Proposed Development, a construction compound will implement a drainage
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:17:Environmental Statement Volume 1: Chapter 9 – Flood Risk, Hydrology & Drainage
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:17: surface water drainage and the foundation/piling works, the effect magnitude of flood risk during the
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:17: for foundation/piling and services and construction drainage routes, which could cause the
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:18:Environmental Statement Volume 1: Chapter 9 – Flood Risk, Hydrology & Drainage
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:18: drainage or accidental spills;
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:18: • Increase in foul drainage demand.
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:19:Environmental Statement Volume 1: Chapter 9 – Flood Risk, Hydrology & Drainage
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:20:Environmental Statement Volume 1: Chapter 9 – Flood Risk, Hydrology & Drainage
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:20:9.105. A surface water drainage strategy for the proposal is included within Appendix 9.1 of Volume 2 and has
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:20: to an existing off-site surface water drainage system which discharges into the Tees Estuary. The
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:20: drainage system and attenuation storage will be designed to ensure flows off-site are limited to 99 l/s/ha
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:20: years. The preliminary drainage strategy drawing, and hydraulic calculations are within the FRA included
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:20:9.108. With the surface water drainage strategy in place, it is considered that the residual effect on surface
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:20: water drainage would be Negligible to Minor Beneficial when compared to the existing scenario.
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:20:Potential contamination of local surface waters and/or groundwater from the routine site drainage or
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:21:Environmental Statement Volume 1: Chapter 9 – Flood Risk, Hydrology & Drainage
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:21: releases to foul sewer will take place and route via the internal Site drainage system.
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:21:9.112. With the drainage strategy in place (refer to Appendix 9.1 and 9.3 of Volume 2), the Proposed
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:21: suitable means of discharge of runoff, the drainage strategy includes an attenuation-based strategy in
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:21:9.114. All external hardstanding will be designed to be impermeable, provided with dedicated sealed drainage
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:21:9.115. With the implementation of the surface water drainage strategy, the residual effect of contamination
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:21: risk from routine site drainage would be Negligible when compared to the existing Site use.
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:22:Environmental Statement Volume 1: Chapter 9 – Flood Risk, Hydrology & Drainage
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:22:Increase in foul drainage demand
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:22:9.120. Since the publication of the new connections and development charging rules in April 2018, drainage
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:23:Environmental Statement Volume 1: Chapter 9 – Flood Risk, Hydrology & Drainage
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:23: Surface Water Drainage Low Moderate
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:23: change. Surface water drainage and water supply and Infrastructure receptors are considered to have
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:24:Environmental Statement Volume 1: Chapter 9 – Flood Risk, Hydrology & Drainage
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:24: Development, storage calculations have included climate change as reported in the Drainage
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:24:9.132. The cumulative effects of new development on water supply and foul drainage Infrastructure are
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:24: foul drainage demand have to be offset by sustainable design and water efficiency measures and
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:24: Infrastructure, flood risk and surface water drainage.
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:25:Environmental Statement Volume 1: Chapter 9 – Flood Risk, Hydrology & Drainage
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:26:Environmental Statement Volume 1: Chapter 9 – Flood Risk, Hydrology & Drainage
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:26: surface water (surface water Minor - Installation of drainage works
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:26: drainage)
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:26: from general (groundwater - Construction drainage system
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:26: surface water (surface water Negligible Minor Water Drainage Strategy
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:26: runoff drainage) Beneficial Beneficial
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:26: drainage
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:26: Foul drainage Low
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:27:Environmental Statement Volume 1: Chapter 9 – Flood Risk, Hydrology & Drainage
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:10: drainage system has been designed and constructed enabling surface water to discharge and not
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:24:14.79. Earthworks would primarily involve the excavation drainage systems, piling and the breaking up of any
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:26: run-off infiltration into the ground. The drainage system would be designed to avoid the discharge of
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:26: and is considered to flow to the Tees Estuary SSSI, SPA and proposed RAMSAR. Appropriate drainage
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:30: • The provision of adequate drainage to manage surface water run-off and minimise contaminated
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:31: Proposed Development in relation to controlled waters. With appropriate drainage design it is
R-2023-0291-ESM-ApplicationFormRedacted.pdf:7: • Drainage: The site uses a Zero Liquid Discharge process, meaning that there will no process effluent to controlled waters. Surface water
R-2023-0291-ESM-ApplicationFormRedacted.pdf:7: runoff as well as foul sewage will be discharged to the existing drainage system, which further connects to Northumbrian Waters sewage
R-2023-0291-ESM-ApplicationFormRedacted.pdf:8: Sustainable drainage system
R-2023-0291-ESM-ApplicationFormRedacted.pdf:9: and Drainage, Landscape and Visual Impact, Greenhouse Gas and Climate change.
R-2023-0291-ESM-ES Vol 1 Chapter 15 Summary and Conclusions.pdf:3:FLOOD RISK, HYDROLOGY & DRAINAGE
R-2023-0291-ESM-ES Vol 1 Chapter 15 Summary and Conclusions.pdf:3: groundwater resources (in terms of water quantity), drainage and flood risk.
R-2023-0291-ESM-ES Vol 1 Chapter 15 Summary and Conclusions.pdf:3: Infrastructure, flood risk and surface water drainage.
R-2023-0291-ESM-ES Vol 1 Chapter 15 Summary and Conclusions.pdf:3: contamination arising from general construction activities or through routine Site drainage. Mitigation
R-2023-0291-ESM-ES Vol 1 Chapter 15 Summary and Conclusions.pdf:4: Development with regard to water quality, water resources, drainage and flood risk is considered to be
R-2023-0291-ESM-ES Vol 1 Chapter 15 Summary and Conclusions.pdf:8: Flood Risk, Hydrology and Drainage
R-2023-0291-ESM-ES Vol 1 Chapter 15 Summary and Conclusions.pdf:8: Negligible Installation of drainage works and attenuation measures
R-2023-0291-ESM-ES Vol 1 Chapter 15 Summary and Conclusions.pdf:9: general construction Negligible Implementation of CEMP, Construction Vehicles properly maintained, Drainage will comply with BS6031:2009
R-2023-0291-ESM-ES Vol 1 Chapter 15 Summary and Conclusions.pdf:9: Compliance with the Surface Water Drainage Strategy
R-2023-0291-ESM-ES Vol 1 Chapter 15 Summary and Conclusions.pdf:9: Routine Site Drainage
R-2023-0291-ESM-ES Vol 1 Chapter 15 Summary and Conclusions.pdf:9: Foul Drainage Demand Negligible No additional mitigation required
R-2023-0291-ESM-SOL_23_P016_GLR Planning Statement.pdf:36: Proposed Drainage Plan 215005-00740-CI-DAL-0021
R-2023-0291-ESM-SOL_23_P016_GLR Planning Statement.pdf:48: enabling works would also include for the provision of power, drainage and communications necessary
R-2023-0291-ESM-SOL_23_P016_GLR Planning Statement.pdf:49: xi) external works to include drainage, services, general pavements/hardstanding’s and site
R-2023-0291-ESM-SOL_23_P016_GLR Planning Statement.pdf:51:3.98. The laying and installation of drainage and utilities would be phased with much of the work being
R-2023-0291-ESM-SOL_23_P016_GLR Planning Statement.pdf:51:3.99. A detailed drainage plan and associated strategy will be provided as part of each phase of the project
R-2023-0291-ESM-SOL_23_P016_GLR Planning Statement.pdf:64: • All drainage from the facility has been designed to meet the Sustainable Urban Drainage (SUDs)
R-2023-0291-ESM-SOL_23_P016_GLR Planning Statement.pdf:64: requirements to ensure all water runoff and drainage is attenuated to a suitable level and is
R-2023-0291-ESM-SOL_23_P016_GLR Planning Statement.pdf:65: incorporated into the drainage strategy; and
R-2023-0291-ESM-SOL_23_P016_GLR Planning Statement.pdf:65:4.43. The conclusion of the FRA and accompanying drainage strategy is that the site will not adversely impact
R-2023-0291-ESM-SOL_23_P016_GLR Planning Statement.pdf:65: the wider local drainage system and will be able to effectively drain any necessary water without the
R-2023-0291-ESM-SOL_23_P016_GLR Planning Statement.pdf:73: to the site drainage Infrastructure and remediate an area of low value industrial land that has known
R-2023-0291-ESM-SOL_23_P016_GLR Planning Statement.pdf:75: design of the site, including SuDS and new associated new surface water drainage Infrastructure to
R-2023-0291-ESM-SOL_23_P016_GLR Planning Statement.pdf:75:5.48. The drainage strategy and associated Flood Risk Assessment demonstrate that the site has a low flood
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:85:6.44 The FRA carried out in support of the development proposals confirm that the proposed drainage
R-2023-0291-ESM-SOL_23_P016_GLR Planning Statement.pdf:85: “a drainage plan to show the site drainage can be adequately dealt with. The proposed drainage scheme
R-2023-0291-ESM-SOL_23_P016_GLR Planning Statement.pdf:85: The drainage system must be designed and constructed so surface water discharged does not adversely
R-2023-0291-ESM-SOL_23_P016_GLR Planning Statement.pdf:85:6.46 The drainage strategy adopted by the Proposed Development has been designed in accordance with
R-2023-0291-ESM-SOL_23_P016_GLR Planning Statement.pdf:85: national and local planning policies, regarding flood risk, drainage and protection of the water
R-2023-0291-ESM-SOL_23_P016_GLR Planning Statement.pdf:89: e. prioritising the use of sustainable drainage systems (SuDS);
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:55: DABHOLM ROAD, TEESPORT, SITE DRAINAGE S88 & SCHED 10 AS AMENDED BY
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:77:drainage systems are typically built to cope with rainfall events between 1 in 20 and 1 in 30 years, though
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:113:soil, and by seasonal changes in the soil moisture content (related to rainfall and local drainage).
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:6:associated drainage system. This is likely to break the pathway to human receptors and reduce the
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:28: be removed including all foundation upstands and drainage ring bungs. In addition, all
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:39: Surface water run-off, flooding and drainage
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:41:a significant proportion of buildings and hardstanding with associated drainage system. This is
R-2023-0291-ESM-Officer Letter_R20220675SCP.pdf:2: protect groundwater and any drainage system to surface water and/or local networks;
R-2023-0291-ESM-Officer Letter_R20220675SCP.pdf:3:the site and will connect to existing surface water drainage system. At this early stage no additional
R-2023-0291-ESM-Officer Letter_R20220675SCP.pdf:3:and also the tees valley sustainable urban drainage systems (suds) guidance design guide & local
R-2023-0291-ESM-ES Vol 1 Chapter 11 Waste.pdf:8: Collected perched Construction Small Discharge to site surface or drainage
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:1:APPENDIX 9: FLOOD RISK AND DRAINAGE
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:5: Allowable Drainage Discharge Rates…………………………………………………………………………………….. 24
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:5: Sustainable Drainage Systems (SuDS) ………………………………………………………………………………….. 26
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:7:existing off-site surface water drainage system that forms part of the wider PD Teesport development.
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:7:After consideration of sustainable drainage (SuDS) options, the use of rainwater harvesting, pervious
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:7:will be made within the site-wide drainage system to retain any water used in the event of fire on site
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:8:releases to foul sewer. All discharges from the site will be routed via the internal site drainage system.
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:8:All surface water discharges from the site will connect to the existing off-site surface water drainage
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:10:been identified by the Environment Agency as having critical drainage problems; land identified in a
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:12: located on the developed portion of the site. There are various drainage features
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:13:site (Ordnance Survey, 2022). There are various drainage features in close proximity to site which
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:13:The RCBC Level 2 SFRA (JBA, 2010) does not indicate any critical drainage problems at the site.
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:20: infiltration drainage
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:25:The NPPF states that major developments should incorporate sustainable drainage systems (SuDS)
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:25: Allowable Drainage Discharge Rates
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:26:will be made within the site-wide drainage system to retain any water used in the event of fire on site
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:27: Sustainable Drainage Systems (SuDS)
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:27:Sustainable Drainage Systems or SuDS are a variety of surface water management techniques which
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:27:base and discharge in a controlled manner to the site drainage system. Pervious paving will reduce
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:27:perforated pipe near the base of the filter drain conveys the water into the wider site drainage system.
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:27:The drainage system and attenuation storage will be designed to ensure flows off-site are limited to
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:27:All surface water discharges from the site will connect to the existing off-site surface water drainage
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 2 Green Lithium Appendix 9 - Water.pdf:28:existing off-site surface water drainage system that forms part of the wider PD Teesport development.
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:28:After consideration of sustainable drainage (SuDS) options, the use of rainwater harvesting, pervious
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 9 - Water.pdf:28:will be made within the site-wide drainage system to retain any water used in the event of fire on site
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 10.6 Viewpoint Figures - LVIA.pdf:14: space ensuring that underground drainage
R-2023-0291-ESM-INCA 2023-11 HRA.pdf:2:is relatively flat, approximately 5m AOD, and with various drainage features nearby connecting to
R-2023-0291-ESM-ES Vol 1 Chapter 1 to 6.pdf:3: 9. FLOOD RISK AND DRAINAGE 141
R-2023-0291-ESM-ES Vol 1 Chapter 1 to 6.pdf:8: DS Drainage Strategy
R-2023-0291-ESM-ES Vol 1 Chapter 1 to 6.pdf:10: SuDS Sustainable Drainage Systems
R-2023-0291-ESM-ES Vol 1 Chapter 1 to 6.pdf:17: • Flood Risk, Hydrology and Drainage;
R-2023-0291-ESM-ES Vol 1 Chapter 1 to 6.pdf:19: Flood Risk, Hydrology and Drainage BSc Earth and Environmental Science, 6 years’
R-2023-0291-ESM-ES Vol 1 Chapter 1 to 6.pdf:20: • Flood Risk, Hydrology and Drainage (Chapter 9);
R-2023-0291-ESM-ES Vol 1 Chapter 1 to 6.pdf:34:2.36. The Site is located in area at low risk of pluvial flooding from extreme rainfall events. Drainage networks
R-2023-0291-ESM-ES Vol 1 Chapter 1 to 6.pdf:44:Services, Utilities, Drainage and Infrastructure
R-2023-0291-ESM-ES Vol 1 Chapter 1 to 6.pdf:44: new drainage Infrastructure.
R-2023-0291-ESM-ES Vol 1 Chapter 1 to 6.pdf:44: may in turn lead to a contamination event should site drainage be allowed to enter watercourses.
R-2023-0291-ESM-ES Vol 1 Chapter 1 to 6.pdf:44: discharge to an appropriate point. Further details on drainage and mitigation are provided in Chapter 7
R-2023-0291-ESM-ES Vol 1 Chapter 1 to 6.pdf:53:Site Drainage and Effects on Water Resources
R-2023-0291-ESM-ES Vol 1 Chapter 1 to 6.pdf:53: in Chapter 9 – Flood Risk, Hydrology and Drainage. In summary, a precautionary approach would be
R-2023-0291-ESM-ES Vol 1 Chapter 1 to 6.pdf:54: • Management of the site drainage to prevent sediment laden / contaminated runoff entering
R-2023-0291-ESM-ES Vol 1 Chapter 1 to 6.pdf:54: • Surface drainage would pass through settlement and oil interceptor facilities where required;
R-2023-0291-ESM-ES Vol 1 Chapter 1 to 6.pdf:60: drainage designs will be provided as required during the relevant and associated Reserved Matters
R-2023-0291-ESM-ES Vol 1 Chapter 1 to 6.pdf:61: hardstanding areas and drainage construction works will then be carried out.
R-2023-0291-ESM-SOL_23_P016_GLR_DAS.pdf:21: Proposed Drainage Plan 215005-00740-CI-DAL-0021
R-2023-0291-ESM-SOL_23_P016_GLR_DAS.pdf:40: ANNEX 1: Proposed Drainage Plan
R-2023-0291-ESM-SOL_23_P016_GLR ES Vol 3 Exec Summary.pdf:3:6. FLOOD RISK, HYDROLOGY AND DRAINAGE 13
R-2023-0291-ESM-SOL_23_P016_GLR ES Vol 3 Exec Summary.pdf:5: • Flood Risk, Hydrology and Drainage;
R-2023-0291-ESM-SOL_23_P016_GLR ES Vol 3 Exec Summary.pdf:8: • Drainage: The site uses a Zero Liquid Discharge process, meaning that there will no process effluent
R-2023-0291-ESM-SOL_23_P016_GLR ES Vol 3 Exec Summary.pdf:8: drainage system, which further connects to Northumbrian Waters sewage connection.
R-2023-0291-ESM-SOL_23_P016_GLR ES Vol 3 Exec Summary.pdf:13:6. FLOOD RISK, HYDROLOGY AND DRAINAGE
R-2023-0291-ESM-SOL_23_P016_GLR ES Vol 3 Exec Summary.pdf:13: demand and foul drainage demand.
R-2023-0291-ESM-SOL_23_P016_GLR ES Vol 3 Exec Summary.pdf:13: Infrastructure, flood risk and surface water drainage.
R-2023-0291-ESM-SOL_23_P016_GLR ES Vol 3 Exec Summary.pdf:13:6.5. The plant has been designed with a sealed drainage system fitted with pollution prevention measures
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:3: SSSI and SPA) contaminants to leach and laterally to where a drainage system will
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:3: Tees Estuary flooding and drainage The site is not at significant risk of The proposed development will be
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:3: SSSI and SPA) where a drainage system will
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:3: and Mercia groundwater in Made Ground is likely where a drainage system will
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: Tees Estuary flooding and drainage The site is not at significant risk of The proposed development will be
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:5: SSSI and SPA) where a drainage system will
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:5: and Mercia where a drainage system will
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:6: SSSI and SPA) – leach from soils and structures and where a drainage system will
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:6: Tees Estuary flooding and drainage PFAS is known to leach from concrete The proposed development will be
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:6: SSSI and SPA) – with PFAS contaminated water. where a drainage system will
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:7: and Mercia the use of firefighting foam in fire where a drainage system will
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:7: SSSI and SPA) contaminants to leach into groundwater where a drainage system will
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:7: Tees Estuary flooding and drainage The site is not at risk of flooding. The proposed development will be
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:7: SSSI and SPA) where a drainage system will
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:7: and Mercia where a drainage system will
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:8: SSSI and SPA) have been as significant a source as where a drainage system will
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:8: Tees Estuary flooding and drainage Any spills or leaks on the hard standing The proposed development will be
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: SSSI and SPA) However, all surface water passes where a drainage system will
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:9: and Mercia have been as significant a source as where a drainage system will
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:9: where a drainage system will
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:10: a drainage system will capture
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:10: where a drainage system will
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 G. PRA.pdf:11: where a drainage system will
R-2023-0291-ESM-Green Lithium_BREEAM NC 2018 Pre-Assessment Report_1 (with Appendices).pdf:35: FRA / Drainage
R-2023-0291-ESM-Green Lithium_BREEAM NC 2018 Pre-Assessment Report_1 (with Appendices).pdf:35: impermeable area of site remains the same or decreases as a result of the development. Assumed targeted; Drainage Consultant to confirm
R-2023-0291-ESM-Green Lithium_BREEAM NC 2018 Pre-Assessment Report_1 (with Appendices).pdf:35: FRA / Drainage
R-2023-0291-ESM-Green Lithium_BREEAM NC 2018 Pre-Assessment Report_1 (with Appendices).pdf:35: impermeable area of site remains the same or decreases as a result of the development. Assumed targeted; Drainage Consultant to confirm FRA / Drainage
R-2023-0291-ESM-Green Lithium_BREEAM NC 2018 Pre-Assessment Report_1 (with Appendices).pdf:35: prevention treatment is provided etc. Assumed credit; Full drainage strategy being developed by WSP
R-2023-0291-ESM-Green Lithium_BREEAM NC 2018 Pre-Assessment Report_1 (with Appendices).pdf:35: FRA / Drainage
R-2023-0291-ESM-Green Lithium_BREEAM NC 2018 Pre-Assessment Report_1 (with Appendices).pdf:40: Site plans, drainage designs.
R-2023-0291-ESM-Green Lithium_BREEAM NC 2018 Pre-Assessment Report_1 (with Appendices).pdf:46:area assuming that rainfall is uniformly distributed over the drainage area, considering the entire
R-2023-0291-ESM-Green Lithium_BREEAM NC 2018 Pre-Assessment Report_1 (with Appendices).pdf:46:drainage area as a single unit and estimation of flow at the most downstream point only.
R-2023-0291-ESM-Green Lithium_BREEAM NC 2018 Pre-Assessment Report_1 (with Appendices).pdf:48:SuDS: As defined in the SuDS manual, sustainable drainage systems are an approach to surface water
R-2023-0291-ESM-20230328 Green Lithium TS_RG_RF.pdf:22: 11 EFFLUENT TREATMENT 85x15X35(h) DRAINAGE DWG)
R-2021-0905-CD-ApplicationFormRedacted.pdf:1:•North East by the Lackenby Channel drainage cut and gas pipelines, forming part of the Sembcorp utilities corridor;
R-2021-0905-CD-Decision Notice.pdf:5: installation of the approved surface water drainage Infrastructure.
R-2021-0905-CD-Decision Notice.pdf:5: installation of the approved surface water or foul drainage Infrastructure.
R-2020-0799-CD-Nov 2020 - 2383 - CEMP - Prairie Phase 2 Works Prairie Rev 2 (1).pdf:15: • Water quality and drainage;
R-2020-0799-CD-Nov 2020 - 2383 - CEMP - Prairie Phase 2 Works Prairie Rev 2 (1).pdf:17:subsequently drainage during site activities:
R-2020-0799-CD-Nov 2020 - 2383 - CEMP - Prairie Phase 2 Works Prairie Rev 2 (1).pdf:17: • PPG3 Use and design of oil separators in surface water drainage systems: provides
R-2020-0799-CD-Nov 2020 - 2383 - CEMP - Prairie Phase 2 Works Prairie Rev 2 (1).pdf:23: o not within 10m of a watercourse, ditch or drainage channel and Holme Beck, Cross
R-2020-0799-CD-Nov 2020 - 2383 - CEMP - Prairie Phase 2 Works Prairie Rev 2 (1).pdf:23: • the creation of temporary drainage networks (e.g. temporary connection into combined
R-2020-0799-CD-Nov 2020 - 2383 - CEMP - Prairie Phase 2 Works Prairie Rev 2 (1).pdf:23: drainage system;
R-2020-0799-CD-Nov 2020 - 2383 - CEMP - Prairie Phase 2 Works Prairie Rev 2 (1).pdf:23: • control of drainage rate to ensure runoff does not exceed the agreed discharge rates.
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:15: Booms will be placed around drainage inlets to prevent sedimentation from run off
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:15: water from entering the drainage systems.
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:39:• Exclusion of the upper reaches of the Lackenby Channel (Drainage Cut),
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:50:associated drainage works.
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:104:CEMP, SuDS pond and other associated drainage works. As part of the BNG
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:146:additional drainage from the road enters the beck through a pipe.
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:3: 3.6.2 Site drainage ……………………………………………………………………………………………………………………… 13
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:14:3.6.2 Site drainage
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:14:Site drainage requiring discharge into sewers will be in accordance with relevant permissions obtained from
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:14:Site drainage will meet the effluent standards required by the sewerage undertaker or EA.
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:14:Design of the schemes permanent drainage system is not yet complete; however, the drainage works will be
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:14: • All potentially polluting substances will be stored on impermeable surfaces with controlled drainage
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:14: • Refueling of plant and machinery will take place on concrete hard standing with controlled drainage.
R-2022-0746-CD-Decision Notice (4).pdf:5: installation of the approved surface water drainage Infrastructure.
R-2022-0746-CD-Decision Notice (4).pdf:5: installation of the approved surface water or foul drainage Infrastructure.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:18:The Wood “Flood Risk Assessment and Drainage Strategy Flood Risk Assessment and Drainage
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:26:surfaces with covers and suitable drainage to collect and dispose of waters. Validation testing of these
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:27:disposal, either via direct disposal to site foul drainage under discharge consent, via on site treatment
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:27:and discharge to foul drainage under consent, or by tankering and disposal from site.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:32:CEMP to provide temporary drainage facilities and protection measures (such as silt fences) as
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:34: Surface water drainage
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:35: disposal under consent to foul drainage network.
R-2022-0096-CD-Decision Notice.pdf:5: installation of the approved surface water drainage Infrastructure.
R-2022-0096-CD-Decision Notice.pdf:5: installation of the approved surface water or foul drainage Infrastructure.
R-2022-0096-CD-ApplicationFormRedacted.pdf:2: - North East by the Lackenby Channel drainage cut and gas pipelines;
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:13:The Wood “Flood Risk Assessment and Drainage Strategy Flood Risk Assessment and Drainage
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:21:surfaces with covers and suitable drainage to collect and dispose of waters. Validation testing of these
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:22:disposal, either via direct disposal to site foul drainage under discharge consent, via on site treatment
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:22:and discharge to foul drainage under consent, or by tankerage and disposal from site.
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:28:CEMP to provide temporary drainage facilities and protection measures (such as silt fences) as
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:30: • Surface water drainage
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:31: disposal, re-infiltration or disposal under consent to foul drainage network.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:19:underlying material without the need for a formal drainage system across the majority of its length. A
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:19:drainage system collecting surface runoff through gullies would be required for the proposed heavy lift areas
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:26: INSTALL DRAINAGE AND SERVICES BEHIND QUAY WALL
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:31:crushed stone into the underlying material without the need for a formal drainage system.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:31:A drainage system would however be required on the heavy lift areas, as such areas are proposed to be
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:168:without the need for a formal drainage system.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:181: Hydrology and surface drainage
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:422: how the proposed layout of the project may affect drainage systems;
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:423:with the type of development and critical drainage areas. Guidance is provided for determining appropriate
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:425: • Drainage that does not discharge to high sensitivity sites or existing functional floodplain; or
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:425: • Drainage that does not discharge to sites of any significance or sensitivity to flood risk; or
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:428:The Sustainable Drainage Strategy for the site aims to reduce the surface water flood risk at the site. The
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:428:site, where run off will be collected and passed through appropriate Sustainable Drainage System (SuDS)
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:434:further here. Instead, the main flood risk relates to the performance of surface water drainage systems and
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:434:It is understood that the current surface water runoff and drainage from the land is likely to be directly into
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:434:drainage system. A drainage system collecting surface runoff through gullies would be required on the
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:463: c. new site drainage systems are well designed, taking account of events that exceed the normal design
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:463: e. prioritising the use of sustainable drainage systems (SuDs);
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:492: NGCT elements (buildings, rail terminal, road access, lighting, drainage Dredge footprint therefore is screened into the CIA.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:529: No – whilst there may be local alterations to rainfall these No - Drainage managed and no infiltration to groundwater
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:562: NGCT elements (buildings, rail terminal, road access, lighting, drainage Dredge footprint noise, visual disturbance and water quality
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:57: • Drainage within made ground.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:60: RCBC lead local flood An application should be supported by a site-specific Flood Risk Assessment and Drainage Strategy. The supporting information should demonstrate
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:75: • Drainage within made ground.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:76:The Developer should develop their Surface Water Drainage solution by working through the
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:249:3.3.1 Hydrology and drainage 10
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:262:3.3.1 Hydrology and drainage
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:286: • Drainage survey to determine the presence of underground culverts;
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:26: INSTALL DRAINAGE AND SERVICES BEHIND QUAY WALL
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:31:crushed stone into the underlying material without the need for a formal drainage system.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:31:A drainage system would however be required on the heavy lift areas, as such areas are proposed to be
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:168:without the need for a formal drainage system.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:181: Hydrology and surface drainage
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:422: how the proposed layout of the project may affect drainage systems;
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:423:with the type of development and critical drainage areas. Guidance is provided for determining appropriate
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:425: • Drainage that does not discharge to high sensitivity sites or existing functional floodplain; or
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:425: • Drainage that does not discharge to sites of any significance or sensitivity to flood risk; or
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:428:The Sustainable Drainage Strategy for the site aims to reduce the surface water flood risk at the site. The
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:428:site, where run off will be collected and passed through appropriate Sustainable Drainage System (SuDS)
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:434:further here. Instead, the main flood risk relates to the performance of surface water drainage systems and
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:434:It is understood that the current surface water runoff and drainage from the land is likely to be directly into
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:434:drainage system. A drainage system collecting surface runoff through gullies would be required on the
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:463: c. new site drainage systems are well designed, taking account of events that exceed the normal design
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:463: e. prioritising the use of sustainable drainage systems (SuDs);
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:492: NGCT elements (buildings, rail terminal, road access, lighting, drainage Dredge footprint therefore is screened into the CIA.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:529: No – whilst there may be local alterations to rainfall these No - Drainage managed and no infiltration to groundwater
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:562: NGCT elements (buildings, rail terminal, road access, lighting, drainage Dredge footprint noise, visual disturbance and water quality
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:345:2.4 Existing surface water drainage system 4
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:351:2.4 Existing surface water drainage system
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:351:It is understood that there is no formal drainage system from the existing land adjacent to the Tees estuary.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:351:It is understood that surface water runoff and drainage from the land is likely to flow directly into the Tees
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:355:associated with the type of development and critical drainage areas.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:356:from the drainage systems, these are present in this sub-area”.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:361:development will be sought will include drainage and flood prevention measures.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:361:• New site drainage systems are well designed, taking account of events that exceed the normal design
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:361:“where the drainage system discharges to a surface water body that can accommodate uncontrolled surface
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:361:Nevertheless, major developments will be required to submit a drainage plan to show the site drainage can
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:361:be adequately dealt with. The proposed drainage scheme should incorporate SuDS unless it can be
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:361:demonstrated that they would be inappropriate. The drainage system must be designed and constructed
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:367:localised areas of ponding. The layout of the proposed scheme, as well as the drainage strategy, will ensure
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:367:underlying material without the need for formal drainage. However, the heavy lift areas are proposed to be
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:367:There remains a risk that, should the drainage outfalls from the proposed scheme footprint be at risk of
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:367:surface water could be restricted in the drainage system and cause flooding. Details relating to the location
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:367:and elevation of current drainage outfalls are currently unknown and will be determined during the detailed
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:372:necessary, within the drainage strategy.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:374:material without the need for a formal drainage system. A drainage system would however be required on
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:397:entering it or could affect fish migrating through the material without the need for a formal drainage system. Where there is a risk of
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:397:estuary contamination, a drainage system would be installed which would capture surface water
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:397:migration or spawning (for example creating a physical A drainage system would however be required on the heavy lift areas, as such areas are
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:398: material without the need for a formal drainage system. Where there is a risk of
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:398: contamination, a drainage system would be installed which would capture surface water
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:398: A drainage system would however be required on the heavy lift areas, as such areas are
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:402:Table B7 Completed Scoping Tables for Activity: O2 Surface water drainage
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:26: INSTALL DRAINAGE AND SERVICES BEHIND QUAY WALL
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:31:crushed stone into the underlying material without the need for a formal drainage system.
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:31:A drainage system would however be required on the heavy lift areas, as such areas are proposed to be
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:168:without the need for a formal drainage system.
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:181: Hydrology and surface drainage
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:422: how the proposed layout of the project may affect drainage systems;
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:423:with the type of development and critical drainage areas. Guidance is provided for determining appropriate
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:425: • Drainage that does not discharge to high sensitivity sites or existing functional floodplain; or
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:425: • Drainage that does not discharge to sites of any significance or sensitivity to flood risk; or
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:428:The Sustainable Drainage Strategy for the site aims to reduce the surface water flood risk at the site. The
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:428:site, where run off will be collected and passed through appropriate Sustainable Drainage System (SuDS)
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:434:further here. Instead, the main flood risk relates to the performance of surface water drainage systems and
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:434:It is understood that the current surface water runoff and drainage from the land is likely to be directly into
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:434:drainage system. A drainage system collecting surface runoff through gullies would be required on the
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:463: c. new site drainage systems are well designed, taking account of events that exceed the normal design
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:463: e. prioritising the use of sustainable drainage systems (SuDs);
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:492: NGCT elements (buildings, rail terminal, road access, lighting, drainage Dredge footprint therefore is screened into the CIA.
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:529: No – whilst there may be local alterations to rainfall these No - Drainage managed and no infiltration to groundwater
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:562: NGCT elements (buildings, rail terminal, road access, lighting, drainage Dredge footprint noise, visual disturbance and water quality
R-2020-0371-SCP-EA R_2020_0371_SCP 14 August 2020 OFFICIAL.pdf:1: Drainage within made ground.
R-2020-0371-SCP-R 2020 0371 SCP NWL.pdf:1:The Developer should develop their Surface Water Drainage solution by working through the
R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf:7: • Drainage within made ground.
R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf:10: RCBC lead local flood An application should be supported by a site-specific Flood Risk Assessment and Drainage Strategy. The supporting information should demonstrate
R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1385_P01 Drainage.pdf:1: 375 DIA. @ 1:300 450 DIA. @ 1:400 PHASE 1 SURFACE WATER DRAINAGE
R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1385_P01 Drainage.pdf:1: DRAINAGE AREA 450 DIA. INTERCEPTOR MH - S2 450 DIA.
R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1385_P01 Drainage.pdf:1: SURFACE WATER DRAINAGE PHASE 1
R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1385_P01 Drainage.pdf:1: PHASE 2 SURFACE WATER DRAINAGE
R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1385_P01 Drainage.pdf:1: SURFACE WATER DRAINAGE PHASE 2
R-2020-0684-ESM-Response from applicant.PDF:3:Drainage
R-2020-0684-ESM-Response from applicant.PDF:3:The comments made by PD Ports in relation to drainage are noted. The application indicates that the ground
R-2020-0684-ESM-Response from applicant.PDF:3:underlying material without the need for a formal drainage system. A drainage system would however be
R-2020-0684-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:7: • Drainage within made ground.
R-2020-0684-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:10: RCBC lead local flood An application should be supported by a site-specific Flood Risk Assessment and Drainage Strategy. The supporting information should demonstrate
R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:19:underlying material without the need for a formal drainage system across the majority of its length. A
R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:19:drainage system collecting surface runoff through gullies would be required for the proposed heavy lift areas
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf:3: NGCT elements (buildings, rail terminal, road access, lighting, drainage Dredge footprint therefore is screened into the CIA.
R-2020-0684-ESM-DECISION NOTICE.pdf:2: PC1084-RHD-SB-DN-DR-C-1385_P01 Drainage received by the LPA on
R-2020-0684-ESM-DECISION NOTICE.pdf:3: installation of the approved surface water drainage Infrastructure.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:2: how the proposed layout of the project may affect drainage systems;
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:3:with the type of development and critical drainage areas. Guidance is provided for determining appropriate
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:5: • Drainage that does not discharge to high sensitivity sites or existing functional floodplain; or
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:5: • Drainage that does not discharge to sites of any significance or sensitivity to flood risk; or
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:8:The Sustainable Drainage Strategy for the site aims to reduce the surface water flood risk at the site. The
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:8:site, where run off will be collected and passed through appropriate Sustainable Drainage System (SuDS)
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:14:further here. Instead, the main flood risk relates to the performance of surface water drainage systems and
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:14:It is understood that the current surface water runoff and drainage from the land is likely to be directly into
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf:14:drainage system. A drainage system collecting surface runoff through gullies would be required on the
R-2020-0684-ESM-ApplicationFormRedacted.pdf:4: Sustainable drainage system
R-2020-0684-ESM-ApplicationFormRedacted.pdf:5:Are you proposing to connect to the existing drainage system? Yes No Unknown
R-2020-0684-ESM-EIA_Scoping_Response_EIA201900017_FINAL.pdf:9: Drainage within made ground.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:13: Hydrology and surface drainage
R-2020-0684-ESM-21 02 05 - Quayside Application.pdf:2:commencing. If it is the applicant’s intention to link the drainage from the larger land side
R-2020-0684-ESM-61586 Quay Design and Access Statement November 2020.PDF:2: the existing quays and the formation of the new quay, installation of surface water drainage
R-2020-0684-ESM-61586 Quay Design and Access Statement November 2020.PDF:6: through the crushed stone into the underlying material without the need for a formal drainage
R-2020-0684-ESM-61586 Quay Design and Access Statement November 2020.PDF:6:4.10 A drainage system would however be required on the heavy lift areas, as such areas are proposed
R-2020-0684-ESM-LLFA 0684.pdf:1:required to submit a drainage plan to show the site drainage can be adequately dealt with. The proposed drainage
R-2020-0684-ESM-LLFA 0684.pdf:1:scheme should incorporate SuDS unless it can be demonstrated that they would be inappropriate. The drainage
R-2020-0684-ESM-LLFA 0684.pdf:1:require for areas where a formal drainage system is proposed, namely heavy lift areas, that a detailed design is to be
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_22. Climate change.pdf:4: c. new site drainage systems are well designed, taking account of events that exceed the normal design
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_22. Climate change.pdf:4: e. prioritising the use of sustainable drainage systems (SuDs);
R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1388_P01 Construction Sequence.pdf:1: INSTALL DRAINAGE AND SERVICES BEHIND QUAY WALL
R-2020-0684-ESM-Officer Report 0684.pdf:2:PC1084-RHD-SB-DN-DR-C-1385_P01 Drainage
R-2020-0684-ESM-Officer Report 0684.pdf:3: Consideration of drainage matters for both surface and foul drainage
R-2020-0684-ESM-Officer Report 0684.pdf:12:“Nevertheless, major developments will be required to submit a drainage plan
R-2020-0684-ESM-Officer Report 0684.pdf:12:to show the site drainage can be adequately dealt with. The proposed
R-2020-0684-ESM-Officer Report 0684.pdf:12:drainage scheme should incorporate SuDS unless it can be demonstrated
R-2020-0684-ESM-Officer Report 0684.pdf:12:that they would be inappropriate. The drainage system must be designed and
R-2020-0684-ESM-Officer Report 0684.pdf:13:drainage system is proposed, namely heavy lift areas, that a detailed design
R-2020-0684-ESM-Officer Report 0684.pdf:22:into the underlying material without the need for a formal drainage system.
R-2020-0684-ESM-Officer Report 0684.pdf:22:through the request of a condition relating to final surface water drainage
R-2020-0684-ESM-Officer Report 0684.pdf:23:PRA and the links to surface water drainage.
R-2020-0684-ESM-Officer Report 0684.pdf:78:drainage systems serving the site. With regard to the proposed system the
R-2020-0684-ESM-Officer Report 0684.pdf:78:without the need for a formal drainage system. A drainage system collecting
R-2020-0684-ESM-Officer Report 0684.pdf:80:“Nevertheless, major developments will be required to submit a drainage plan
R-2020-0684-ESM-Officer Report 0684.pdf:80:to show the site drainage can be adequately dealt with. The proposed
R-2020-0684-ESM-Officer Report 0684.pdf:80:drainage scheme should incorporate SuDS unless it can be demonstrated
R-2020-0684-ESM-Officer Report 0684.pdf:80:that they would be inappropriate. The drainage system must be designed and
R-2020-0684-ESM-Officer Report 0684.pdf:80:drainage system is proposed, namely heavy lift areas, that a detailed design
R-2020-0684-ESM-Officer Report 0684.pdf:80:Infrastructure; the final detail of the drainage system is required to be agreed
R-2020-0684-ESM-Officer Report 0684.pdf:97: PC1084-RHD-SB-DN-DR-C-1385_P01 Drainage received by the LPA on
R-2020-0684-ESM-Officer Report 0684.pdf:99: compromise the installation of the approved surface water drainage
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_7. Marine sediment and water quality.pdf:27:without the need for a formal drainage system.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf:12: NGCT elements (buildings, rail terminal, road access, lighting, drainage Dredge footprint noise, visual disturbance and water quality
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:3:2.4 Existing surface water drainage system 4
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:9:2.4 Existing surface water drainage system
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:9:It is understood that there is no formal drainage system from the existing land adjacent to the Tees estuary.
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:9:It is understood that surface water runoff and drainage from the land is likely to flow directly into the Tees
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:13:associated with the type of development and critical drainage areas.
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:14:from the drainage systems, these are present in this sub-area”.
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:19:development will be sought will include drainage and flood prevention measures.
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:19:• New site drainage systems are well designed, taking account of events that exceed the normal design
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:19:“where the drainage system discharges to a surface water body that can accommodate uncontrolled surface
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:19:Nevertheless, major developments will be required to submit a drainage plan to show the site drainage can
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:19:be adequately dealt with. The proposed drainage scheme should incorporate SuDS unless it can be
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:19:demonstrated that they would be inappropriate. The drainage system must be designed and constructed
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:25:localised areas of ponding. The layout of the proposed scheme, as well as the drainage strategy, will ensure
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:25:underlying material without the need for formal drainage. However, the heavy lift areas are proposed to be
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:25:There remains a risk that, should the drainage outfalls from the proposed scheme footprint be at risk of
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:25:surface water could be restricted in the drainage system and cause flooding. Details relating to the location
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:25:and elevation of current drainage outfalls are currently unknown and will be determined during the detailed
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:30:necessary, within the drainage strategy.
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:32:material without the need for a formal drainage system. A drainage system would however be required on
R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf:14:entering it or could affect fish migrating through the material without the need for a formal drainage system. Where there is a risk of
R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf:14:estuary contamination, a drainage system would be installed which would capture surface water
R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf:14:migration or spawning (for example creating a physical A drainage system would however be required on the heavy lift areas, as such areas are
R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf:15: material without the need for a formal drainage system. Where there is a risk of
R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf:15: contamination, a drainage system would be installed which would capture surface water
R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf:15: A drainage system would however be required on the heavy lift areas, as such areas are
R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf:19:Table B7 Completed Scoping Tables for Activity: O2 Surface water drainage
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:8: No – whilst there may be local alterations to rainfall these No - Drainage managed and no infiltration to groundwater
R-2020-0684-ESM-Appendix 3_Scoping consultation.pdf:2: • Drainage within made ground.
R-2020-0684-ESM-Appendix 3_Scoping consultation.pdf:3:The Developer should develop their Surface Water Drainage solution by working through the
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:3:3.3.1 Hydrology and drainage 10
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:16:3.3.1 Hydrology and drainage
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:40: • Drainage survey to determine the presence of underground culverts;
R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf:5: • PC1084-RHD-SB-DN-DR-C-1385_P01 Drainage
R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf:6: the existing quays and the formation of the new quay, installation of surface water drainage
R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf:11: through the crushed stone into the underlying material without the need for a formal drainage
R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf:11:3.10 A drainage system would however be required on the heavy lift areas, as such areas are proposed
R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf:29: Flooding and Drainage
R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf:30: drain into the underlying material without the need for a formal drainage system across the
R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf:30: majority of its length. A drainage system collecting surface runoff through gullies would be
R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf:32: the existing quays and the formation of the new quay, installation of surface water drainage
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:12: INSTALL DRAINAGE AND SERVICES BEHIND QUAY WALL
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:17:crushed stone into the underlying material without the need for a formal drainage system.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:17:A drainage system would however be required on the heavy lift areas, as such areas are proposed to be
R-2020-0684-ESM-RCBC scoping opinion.pdf:2: Drainage within made ground
R-2020-0684-ESM-RCBC scoping opinion.pdf:15:The Developer should develop their Surface Water Drainage solution by working through the
R-2020-0684-ESM-RCBC scoping opinion.pdf:16:An application should be supported by a site specific Flood Risk Assessment and Drainage
R-2021-0405-FFM-63262_01 - Application Form.PDF:5:connect to the existing drainage system? Yes x No watercourse (e.g. river, stream or beck)? x Yes No
R-2021-0405-FFM-63262_01 - Application Form.PDF:5: Sustainable drainage system x Existing watercourse
R-2021-0405-FFM-0405.pdf:3: drainage facilities and protection measures (such as silt fences) as
R-2021-0405-FFM-LLFA.pdf:1:Future application for the re-development shall be accompanied by a site specific FRA and Drainage Strategy.
R-2021-0405-FFM-OFFICER REPORT.pdf:6:specific FRA and Drainage Strategy.
R-2021-0405-FFM-OFFICER REPORT.pdf:6:Remediation Strategy Report; CPEMP to provide temporary drainage facilities
R-2021-0405-FFM-OFFICER REPORT.pdf:8:1. Groundwater / Surface Water Management- to provide temporary drainage
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:15:The Wood “Flood Risk Assessment and Drainage Strategy Flood Risk Assessment and Drainage
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:24:surfaces with covers and suitable drainage to collect and dispose of waters. Validation testing of these
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:27:disposal, either via direct disposal to site foul drainage under discharge consent, via on site treatment
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:27:and discharge to foul drainage under consent, or by tankerage and disposal from site.
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:33:component of the CPEMP to provide temporary drainage facilities and protection measures (such as
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:35: Ground and surface water drainage plans
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:36: disposal, re-infiltration or disposal under consent to foul drainage network.
R-2021-0268-CD-ApplicationFormRedacted.pdf:1:•North East by the Lackenby Channel drainage cut and gas pipelines, forming part of the Sembcorp utilities corridor;
R-2021-0268-CD-Decision Notice.pdf:5: installation of the approved surface water drainage Infrastructure.
R-2021-0268-CD-Decision Notice.pdf:5: installation of the approved surface water or foul drainage Infrastructure.
R-2022-0526-CD-R 2020 0357 OOM Decision Notice.pdf:5: installation of the approved surface water drainage Infrastructure.
R-2022-0526-CD-R 2020 0357 OOM Decision Notice.pdf:5: installation of the approved surface water or foul drainage Infrastructure.
R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:1:Drainage Strategy
R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:3:3 Surface Water Drainage …………………………………………………………………………………………….. 2
R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:3:4 Foul Water Drainage …………………………………………………………………………………………………. 3
R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:4:The planning conditions related to drainage is outline Condition 13. For clarity the wording of the
R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:5:3 Surface Water Drainage
R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:5:The surface water drainage is divided into 4 separate networks which are indicated in Figure 1 below.
R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:5:return valve and discharges freely into the South Bank Arterial Drainage Channel as seen in Appendix C.
R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:5:valve and discharges freely into the South Bank Arterial Drainage Channel.
R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:5:discharging freely into the South Bank Arterial Drainage Channel.
R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:5:Arterial Drainage Channel.
R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:6:4 Foul Water Drainage
R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:6:The foul water drainage is separated into two separate networks which are indicated in Figure 2 below.
R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:6:ZZ-EX.ZZ-RP-C-0001(Drainage Operation and Maintenance Manual).
R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:7:into the South Bank Arterial Drainage Channel.
R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:8: Appendix A – Proposed Drainage Strategy
R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:8: Appendix B – MicroDrainage Calculations
R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:8: Appendix C – South Bank Arterial Drainage
R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:9: Appendix A – Proposed Drainage Strategy
R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:10: PROPOSED SURFACE WATER DRAINAGE PETROL INTERCEPTOR
R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:10: PROPOSED FOUL WATER DRAINAGE GREASE TRAP Risks are considered significant. DETAILS, ON THE FOLLOWING CONDITIONS: 3. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE
R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:11: Appendix B – MicroDrainage Calculations
R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:49: Appendix C – South Bank Arterial Drainage
R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:50: South Bank Arterial Drainage
R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:51: South Bank Arterial Drainage
R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:52: South Bank Arterial Drainage
R-2022-0679-CD-OFFICER REPORT.pdf:1:3 Prior to the installation of any drainage works, a detailed scheme for the
R-2022-0679-CD-OFFICER REPORT.pdf:1:Drainage Strategy and Strategy layout received 16/08/2022
R-2022-0679-CD-OFFICER REPORT.pdf:2:I can confirm that the drainage plans submitted are satisfactory to Northumbrian
R-2022-0679-CD-OFFICER REPORT.pdf:2:flood risk and drainage matters, should also be consulted regarding the discharge of
R-2022-0679-CD-OFFICER REPORT.pdf:2:any drainage conditions, as the requirements of the Lead Local Flood Authority may
R-2022-0679-CD-OFFICER REPORT.pdf:2:The application submitted deals with matters relating to drainage and .
R-2022-0679-CD-OFFICER REPORT.pdf:2:Matters relating to drainage have been considered by the LLFA, NWL and the
R-2022-0679-CD-64764_01 Covering Letter July 2022(1).pdf:1:“Prior to the installation of any drainage works, a detailed scheme for the disposal of foul and surface
R-2022-0679-CD-64764_01 Covering Letter July 2022(1).pdf:1:The proposed drainage scheme has been resubmitted to accompany this application in so far as it
R-2022-0679-CD-64764_01 Covering Letter July 2022(1).pdf:1:confirms the foul and surface water drainage arrangements for the area of land defined within the
R-2022-0679-CD-ApplicationFormRedacted.pdf:2: * North East by the Lackenby Channel Drainage cut and gas pipelines, forming part of the Sembcorp utilities corridor;
R-2022-0679-CD-COMPLIANCE DECISION NOTICE.pdf:2:3 Prior to the installation of any drainage works, a detailed scheme for the
R-2022-0679-CD-SEAH-CLK-ZZ-EX.ZZ-DR-C-1500.pdf:1: PROPOSED SURFACE WATER DRAINAGE PETROL INTERCEPTOR
R-2022-0679-CD-SEAH-CLK-ZZ-EX.ZZ-DR-C-1500.pdf:1: PROPOSED FOUL WATER DRAINAGE GREASE TRAP Risks are considered significant. DETAILS, ON THE FOLLOWING CONDITIONS: 3. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE
R-2022-0679-CD Response Letter.pdf:1:I can confirm that the drainage plans submitted are satisfactory to Northumbrian Water, and therefore
R-2022-0679-CD Response Letter.pdf:1:drainage matters, should also be consulted regarding the discharge of any drainage conditions, as
R-2019-0468-FF-ApplicationFormNoPersonalData.pdf:4: Sustainable drainage system
R-2019-0468-FF-ApplicationFormNoPersonalData.pdf:5:Are you proposing to connect to the existing drainage system? Yes No Unknown
R-2020-0539-PND-South Bank Wharf Riverside Buildings Demolition V1.1 reviewed.PDF:5:Any drainage outlets or interceptors will be capped by the contractor as part of the works
R-2020-0539-PND-South Bank Wharf Riverside Buildings Demolition V1.1 reviewed.PDF:9:account existing site features such as drainage networks. This will ensure in the event of
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:123:drainage systems are typically built to cope with rainfall events between 1 in 20 and 1 in 30 years, though
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:169:soil, and by seasonal changes in the soil moisture content (related to rainfall and local drainage).
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:105:drainage systems are typically built to cope with rainfall events between 1 in 20 and 1 in 30 years, though
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:151:soil, and by seasonal changes in the soil moisture content (related to rainfall and local drainage).
R-2022-0755-CD-Aug 22 - CEMP - Land West of Warrenby - Site Preparation Remediation Works.pdf:16: Water quality and drainage;
R-2022-0755-CD-Aug 22 - CEMP - Land West of Warrenby - Site Preparation Remediation Works.pdf:18:associated sediment transport from runoff and subsequently drainage during site activities:
R-2022-0755-CD-Aug 22 - CEMP - Land West of Warrenby - Site Preparation Remediation Works.pdf:18: o Locate all drainage systems on site, mark and protect.
R-2022-0755-CD-Aug 22 - CEMP - Land West of Warrenby - Site Preparation Remediation Works.pdf:18: o Ensure Excavation works do not impact on drainage systems.
R-2022-0755-CD-Aug 22 - CEMP - Land West of Warrenby - Site Preparation Remediation Works.pdf:19: PPG3 Use and design of oil separators in surface water drainage systems: provides
R-2022-0755-CD-Aug 22 - CEMP - Land West of Warrenby - Site Preparation Remediation Works.pdf:26: the creation of temporary drainage networks (e.g., temporary connection into combined
R-2022-0755-CD-Aug 22 - CEMP - Land West of Warrenby - Site Preparation Remediation Works.pdf:26: drainage system;
R-2022-0755-CD-Aug 22 - CEMP - Land West of Warrenby - Site Preparation Remediation Works.pdf:26: control of drainage rate to ensure runoff does not exceed the agreed discharge rates.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:28:surfaces with covers and suitable drainage to collect and dispose of waters. Validation testing of these
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:29:disposal, either via direct disposal to public foul drainage under discharge consent, via on site treatment
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:29:and discharge to public foul drainage under consent, or by tankerage and disposal from site.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:36:CEMP to provide temporary drainage facilities and protection measures (such as silt fences) as
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:38: • Surface water drainage
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:39: disposal, re-infiltration or disposal under consent to foul drainage network;
R-2022-0435-CD-ApplicationFormRedacted.pdf:2: - North East by the Lackenby Channel drainage cut and gas pipelines, forming part of the Sembcorp utilities corridor;
R-2021-1058-NM-STDC_HWY-ATK-HKF-PR-DR-CH-000006_C02.pdf:1: DRAINAGE DRAWINGS), PROFILE TO MATCH TYPES K1, K2, DL, DR.
R-2021-1058-NM-STDC_HWY-ATK-HKF-PR-DE-CH-000003_C02.pdf:1: R4 DRAINAGE DRAWINGS), PROFILE TO MATCH TYPES K1, K2, DL, DR.
R-2021-1058-NM-Decision 0270.pdf:4: surface water drainage have been submitted to and approved by the Local
R-2021-1058-NM-Decision 0270.pdf:4: any works commencing on site as it relates to drainage details which are
R-2019-0331-SCP-Memo Style LLFA 331.pdf:1:An application should be supported by a site specific Flood Risk Assessment and Drainage Strategy.
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-Officer Letter_R20190331SCP.pdf:2: Drainage within made ground
R-2019-0331-SCP-Officer Letter_R20190331SCP.pdf:15:The Developer should develop their Surface Water Drainage solution by working through the
R-2019-0331-SCP-Officer Letter_R20190331SCP.pdf:16:An application should be supported by a site specific Flood Risk Assessment and Drainage
R-2019-0331-SCP-114582 (3).pdf:1: Drainage within made ground
R-2019-0331-SCP-R 2019 0331 SCP.pdf:1:The Developer should develop their Surface Water Drainage solution by working through the
R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF:5:Any drainage outlets or interceptors to be capped by the Client on completion of the works.
R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF:10:and into open ground. Due to the historical use of the building all site water passes through the site drainage
R-2022-0366-CD-ApplicationFormRedacted.pdf:5: Drainage Strategy Layout SEAH-CLK-ZZ-EX.ZZ-DR-C-1500 Rev P02 (Clarkebond)
R-2022-0366-CD-ApplicationFormRedacted.pdf:5: Surface Water and Foul Water Drainage Strategy L05858-CLK-ZZ-EX.ZZ-TN-C-0001 (Clarkebond)
R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:1:Drainage Strategy
R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:3:3 Surface Water Drainage …………………………………………………………………………………………….. 2
R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:3:4 Foul Water Drainage …………………………………………………………………………………………………. 3
R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:4:The planning conditions related to drainage is outline Condition 13. For clarity the wording of the
R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:5:3 Surface Water Drainage
R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:5:The surface water drainage is divided into 4 separate networks which are indicated in Figure 1 below.
R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:5:return valve and discharges freely into the South Bank Arterial Drainage Channel as seen in Appendix C.
R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:5:valve and discharges freely into the South Bank Arterial Drainage Channel.
R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:5:discharging freely into the South Bank Arterial Drainage Channel.
R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:5:Arterial Drainage Channel.
R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:6:4 Foul Water Drainage
R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:6:The foul water drainage is separated into two separate networks which are indicated in Figure 2 below.
R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:6:ZZ-EX.ZZ-RP-C-0001(Drainage Operation and Maintenance Manual).
R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:7:into the South Bank Arterial Drainage Channel.
R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:8: Appendix A – Proposed Drainage Strategy
R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:8: Appendix B – MicroDrainage Calculations
R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:8: Appendix C – South Bank Arterial Drainage
R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:9: Appendix A – Proposed Drainage Strategy
R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:10: PROPOSED SURFACE WATER DRAINAGE PETROL INTERCEPTOR
R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:10: PROPOSED FOUL WATER DRAINAGE GREASE TRAP Risks are considered significant. DETAILS, ON THE FOLLOWING CONDITIONS: 3. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE
R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:11: Appendix B – MicroDrainage Calculations
R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:49: Appendix C – South Bank Arterial Drainage
R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:50: South Bank Arterial Drainage
R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:51: South Bank Arterial Drainage
R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:52: South Bank Arterial Drainage
R-2022-0366-CD-Response Letter.pdf:1:I can confirm that the drainage plans submitted are satisfactory to Northumbrian Water, as the details
R-2022-0366-CD-Response Letter.pdf:1:drainage matters, should also be consulted regarding the discharge of any drainage conditions, as
R-2022-0366-CD-SEAH-CLK-ZZ-EX.ZZ-DR-C-1500.pdf:1: PROPOSED SURFACE WATER DRAINAGE PETROL INTERCEPTOR
R-2022-0366-CD-SEAH-CLK-ZZ-EX.ZZ-DR-C-1500.pdf:1: PROPOSED FOUL WATER DRAINAGE GREASE TRAP Risks are considered significant. DETAILS, ON THE FOLLOWING CONDITIONS: 3. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE
R-2022-0366-CD-SEAH-CLK-ZZ-EX.ZZ-RP-C-0001(Drainage Operation and Maintenance Manual).pdf:4: drainage storage structures and provides a guide for their operation and maintenance.
R-2022-0366-CD-SEAH-CLK-ZZ-EX.ZZ-RP-C-0001(Drainage Operation and Maintenance Manual).pdf:4:1.1.5 Where high pressure water jetting of underground drainage systems is required this is to be
R-2022-0366-CD-SEAH-CLK-ZZ-EX.ZZ-RP-C-0001(Drainage Operation and Maintenance Manual).pdf:4:1.1.6 All personnel employed to maintain the drainage system shall be suitably trained with their
R-2022-0366-CD-SEAH-CLK-ZZ-EX.ZZ-RP-C-0001(Drainage Operation and Maintenance Manual).pdf:4: prohibited, and confined space entry will be limited to those operatives so trained. The drainage
R-2022-0366-CD-SEAH-CLK-ZZ-EX.ZZ-RP-C-0001(Drainage Operation and Maintenance Manual).pdf:5:2.1.1 The following organisations are parties to the operation and maintenance of the drainage in the
R-2022-0366-CD-SEAH-CLK-ZZ-EX.ZZ-RP-C-0001(Drainage Operation and Maintenance Manual).pdf:5: will take on the responsibility for maintenance of the drainage network within their site
R-2022-0366-CD-SEAH-CLK-ZZ-EX.ZZ-RP-C-0001(Drainage Operation and Maintenance Manual).pdf:5:2.2.2 The selected Managing Agent will provide management of the maintenance of all drainage
R-2022-0366-CD-SEAH-CLK-ZZ-EX.ZZ-RP-C-0001(Drainage Operation and Maintenance Manual).pdf:5: drainage system will be the responsibility of the Managing Agent.
R-2022-0366-CD-SEAH-CLK-ZZ-EX.ZZ-RP-C-0001(Drainage Operation and Maintenance Manual).pdf:5: maintenance of the drainage system. Particular attention must be paid to the following:
R-2022-0366-CD-SEAH-CLK-ZZ-EX.ZZ-RP-C-0001(Drainage Operation and Maintenance Manual).pdf:6:3.1.1 Inspections of the drainage system, storage structures and ancillary aspects of the systems
R-2022-0366-CD-SEAH-CLK-ZZ-EX.ZZ-RP-C-0001(Drainage Operation and Maintenance Manual).pdf:6:4.1.1 Maintenance of the drainage system and storage structures should follow two distinct patterns:
R-2022-0366-CD-SEAH-CLK-ZZ-EX.ZZ-RP-C-0001(Drainage Operation and Maintenance Manual).pdf:8: Appendix A – Proposed Drainage Strategy
R-2022-0366-CD-SEAH-CLK-ZZ-EX.ZZ-RP-C-0001(Drainage Operation and Maintenance Manual).pdf:9: PROPOSED SURFACE WATER DRAINAGE PETROL INTERCEPTOR
R-2022-0366-CD-SEAH-CLK-ZZ-EX.ZZ-RP-C-0001(Drainage Operation and Maintenance Manual).pdf:9: PROPOSED FOUL WATER DRAINAGE GREASE TRAP Risks are considered significant. DETAILS, ON THE FOLLOWING CONDITIONS: 3. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE
R-2022-0366-CD-Consultee Response - LLFA.pdf:1:Surface water and foul water operation and maintenance manual 05858-CLK-ZZ-EX.ZZ-RP-C-0001 Drainage Strategy
R-2022-0366-CD-Consultee Response - LLFA.pdf:1:Layout SEAH-CLK-ZZ-EX.ZZ-DR-C-1500 Rev P02 Surface water and foul drainage strategy L05858-CLK-ZZ-EX.ZZ-TN-C-
R-2022-0366-CD-Decision Notice.pdf:1:PROPOSAL: PARTIAL DISCHARGE OF CONDITIONS 12 (DRAINAGE), 13 (FOUL AND
R-2022-0366-CD-Decision Notice.pdf:2:Proposal: PARTIAL DISCHARGE OF CONDITIONS 12 (DRAINAGE), 13 (FOUL
R-2022-0366-CD-Decision Notice.pdf:2: installation of the approved surface water drainage Infrastructure.
R-2022-0366-CD-Decision Notice.pdf:2: Drainage Strategy Layout Plan (Dwg No. SEAH-CLK-ZZ-EX.ZZ-DR-C-1500 Rev
R-2022-0366-CD-Decision Notice.pdf:2: Surface water and foul drainage strategy L05858-CLK-ZZ-EX.ZZ-TN-C- 0001
R-2022-0366-CD-Decision Notice.pdf:3: installation of the approved surface water or foul drainage Infrastructure.
R-2022-0366-CD-Decision Notice.pdf:3: Drainage Strategy Layout Plan (Dwg No. SEAH-CLK-ZZ-EX.ZZ-DR-C-1500 Rev
R-2022-0366-CD-Decision Notice.pdf:3: Surface water and foul drainage strategy L05858-CLK-ZZ-EX.ZZ-TN-C- 0001
R-2022-0366-CD-61586 Conditions 12, 13 and 32 Covering Letter 14-04-22.PDF:1:excavations and groundworks do not compromise the installation of the approved surface water drainage
R-2022-0366-CD-61586 Conditions 12, 13 and 32 Covering Letter 14-04-22.PDF:2:drainage Infrastructure.”
R-2022-0366-CD-61586 Conditions 12, 13 and 32 Covering Letter 14-04-22.PDF:2:• Drainage Strategy Layout SEAH-CLK-ZZ-EX.ZZ-DR-C-1500 Rev P02
R-2022-0366-CD-61586 Conditions 12, 13 and 32 Covering Letter 14-04-22.PDF:2:• Surface Water and Foul Water Drainage Strategy L05858-CLK-ZZ-EX.ZZ-TN-C-0001
R-2022-0366-CD-Officer report.pdf:1: (DRAINAGE), 13 (FOUL AND SURFACE
R-2022-0366-CD-Officer report.pdf:2:installation of the approved surface water drainage Infrastructure.
R-2022-0366-CD-Officer report.pdf:2:Drainage Strategy Layout Plan (Dwg No. SEAH-CLK-ZZ-EX.ZZ-DR-C-1500 Rev
R-2022-0366-CD-Officer report.pdf:2:Surface water and foul drainage strategy L05858-CLK-ZZ-EX.ZZ-TN-C- 0001
R-2022-0366-CD-Officer report.pdf:2:installation of the approved surface water or foul drainage Infrastructure.
R-2022-0366-CD-Officer report.pdf:2:Drainage Strategy Layout Plan (Dwg No. SEAH-CLK-ZZ-EX.ZZ-DR-C-1500 Rev
R-2022-0366-CD-Officer report.pdf:2:Surface water and foul drainage strategy L05858-CLK-ZZ-EX.ZZ-TN-C- 0001
R-2022-0366-CD-Officer report.pdf:3:I can confirm that the drainage plans submitted are satisfactory to Northumbrian
R-2022-0366-CD-Officer report.pdf:3:flood risk and drainage matters, should also be consulted regarding the discharge of
R-2022-0366-CD-Officer report.pdf:3:any drainage conditions, as the requirements of the Lead Local Flood Authority may
R-2022-0366-CD-Officer report.pdf:3:EX.ZZ-RP-C-0001 Drainage Strategy Layout SEAH-CLK-ZZ-EX.ZZ-DR-C-1500 Rev
R-2022-0366-CD-Officer report.pdf:3:P02 Surface water and foul drainage strategy L05858-CLK-ZZ-EX.ZZ-TN-C- 0001
R-2022-0366-CD-Officer report.pdf:3:The drainage information has been reviewed by the Council as Local Lead Flood
R-2022-0366-CD-Officer report.pdf:3:The drainage conditions relate to a commercial/industrial development which would
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:25:on hardstanding or an impermeable layer with drainage to prevent leachate from entering the ground
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:30:The Wood “Flood Risk Assessment and Drainage Strategy Flood Risk Assessment and Drainage
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:33:surfaces with covers and suitable drainage to collect and dispose of waters. Validation testing of these
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:34:either via direct disposal to site foul drainage under discharge consent, via on site treatment and
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:34:discharge to foul drainage under consent, or by tankerage and disposal from site. Any temporary
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:40:to provide temporary drainage facilities and protection measures (such as silt fences) as necessary to
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:40:drainage silt trap / settlement tank, or similar, to remove solids and fines from water. Any further
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:42: Surface water drainage
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:43: disposal, re-infiltration or disposal under consent to foul drainage network.
R-2021-0879-FF-Officer report.pdf:8:Technical matters relating to drainage, contamination/nuisance, highways and
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:6: drainage for a wider industrial area, establishing a true causal relationship between site derived
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:26: sub-surface drainage systems.
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:32: feature is present in the south west Given the previous development of the area, the surface water drainage
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:32: is likely to be highly modified, and there are culverted surface waters and below ground drainage present
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:43: Surface water drainage from buildings discharged to the storm water system to Knitting Wife Beck
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:70: Infrastructure including tramways, and previous drainage was truncated. The Coatham Iron Works was
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:70: area possibly related to the annotated Marsh Hills and ancient salt hills. A series of drainage channels
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:74: amendment to the surface water drainage channels. Redevelopment included water coolers and a water
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:74: the area, the drainage pattern has been amended. This includes The Mill Race that flows in a northerly
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:84: crossed by drainage channels, and comprised marsh and ancient salt hills at that time. The former
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:198: at c.0.10m BGL … base of concrete drainage channel.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF:198:1.60 J6 at c.0.50m BGL … top of covered drainage channel.
R-2021-0879-FF-ApplicationFormRedacted.pdf:4: Sustainable drainage system
R-2021-0879-FF-ApplicationFormRedacted.pdf:5:Are you proposing to connect to the existing drainage system? Yes No Unknown
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:6: at c.0.10m BGL … base of concrete drainage channel.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part2.PDF:6:1.60 J6 at c.0.50m BGL … top of covered drainage channel.
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 2).pdf:4: The installation of positive drainage and a works, thereby a sustainable approach.
R-2022-0343-ESM-0343.pdf:1:boundary, drainage works, or schemes in proximity to railway tunnels (including tunnel shafts) please email
R-2022-0343-ESM-64764 SeAH EIA Compliance Statement (2) May 2022 pdf.pdf:6: • North East by the Lackenby Channel drainage cut and gas pipelines, forming part of the
R-2022-0343-ESM-Officer report 0343.pdf:5: The impacts on drainage
R-2022-0343-ESM-Officer report 0343.pdf:9:The impacts on drainage
R-2022-0343-ESM-Officer report 0343.pdf:9:Matters relating to both foul and surface water drainage were considered in
R-2022-0343-ESM-Officer report 0343.pdf:9:solution to drainage matters can be designed.
R-2022-0343-ESM-Officer report 0343.pdf:9:adverse impact on drainage matters. The application therefore accords with
R-2022-0343-ESM-Officer report 0343.pdf:12:Technical matters relating to drainage, contamination/nuisance, highways and
R-2022-0343-ESM-ApplicationFormRedacted.pdf:2: * North East by Lackenby Channel drainage cut an gas pipelines, forming part of the Sembcorp utilities corridor;
R-2022-0343-ESM-64764 SeAH EIA Compliance Statement April 2022.pdf:6: • North East by the Lackenby Channel drainage cut and gas pipelines, forming part of the
R-2020-0599-AD-Application Form(1).PDF:5:connect to the existing drainage system? Yes No
R-2020-0599-AD-Application Form(1).PDF:5: Sustainable drainage system Existing watercourse
R-2020-0411-FFM-Appendix 1.2 Statement of Expertise - formatted.pdf:5: in the field of hydrology, flooding, drainage, water quality and eco-hydrological issues. He has also
R-2020-0411-FFM-Appendix 1.2 Statement of Expertise - formatted.pdf:5: Jonathan provides expert hydrological, flood risk, drainage and geological support and advice on a
R-2020-0411-FFM-Decision 0411.pdf:5: submitted and approved of the surface water drainage scheme and the
R-2020-0411-FFM-Decision 0411.pdf:5: The design of the drainage scheme shall include;
R-2020-0411-FFM-Decision 0411.pdf:5: (iii) Full Micro Drainage design files (mdx files) including a catchment plan
R-2020-0411-FFM-Decision 0411.pdf:5: any works commencing on site it relates to drainage details which are often
R-2020-0411-FFM-Decision 0411.pdf:5: Water Drainage Management and Maintenance Plan shall be submitted and
R-2020-0411-FFM-Decision 0411.pdf:5: (i) The timetable and phasing for construction of the drainage system
R-2020-0411-FFM-Decision 0411.pdf:6: any works commencing on site it relates to drainage details which are often
R-2020-0411-FFM-Decision 0411.pdf:7: installation of the approved surface water or foul drainage Infrastructure.
R-2020-0411-FFM-LLFA.pdf:1:Local Planning Authority, details shall be submitted and approved of the surface water drainage scheme and the
R-2020-0411-FFM-LLFA.pdf:1:development shall be completed in accordance with the approved scheme. The design of the drainage scheme shall
R-2020-0411-FFM-LLFA.pdf:1:(ii) Full Micro Drainage design files (mdx files) including a catchment plan (iii)The flow path of flood waters for the
R-2020-0411-FFM-LLFA.pdf:1:to drainage details which are often the first works on site and relate to site preparation.
R-2020-0411-FFM-LLFA.pdf:1:Planning Authority, details of a Surface Water Drainage Management Plan shall be submitted and approved by the
R-2020-0411-FFM-LLFA.pdf:1:(i) The timetable and phasing for construction of the drainage system
R-2020-0411-FFM-LLFA.pdf:1:to drainage details which are often the first works on site and relate to site preparation.
R-2020-0411-FFM-LLFA.pdf:2:3. The development shall not be occupied until a Management & Maintenance Plan for the surface water drainage
R-2020-0411-FFM-LLFA.pdf:2:REASON: To ensure that the surface water drainage Infrastructure is maintained to minimise the risk flooding in the
R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:13: minimise the risk of substances entering the drainage system. Storage areas would be
R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:16: in an increase in rainfall surface water run-off, however with the appropriately designed drainage
R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:16: infiltration to shallow groundwater, through increased building cover, hardstanding and drainage.
R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:17: outline drainage strategy (Appendix 8.XX) would reduce the potential for surface water to infiltrate
R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:18:9.6.5 Drainage from the operational areas of the REC would be contained and managed on site. The
R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:24: and drainage strategy
R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:24: contaminated run-off and drainage strategy
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:1:Outline Drainage Strategy
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:2:019216 | Redcar Energy Centre |Outline Drainage Strategy| June 2020
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:3:2 PROPOSED SURFACE WATER DRAINAGE …………………………………………………………………………2
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:3: Drainage Strategy Overview………………………………………………………………………………………………….2
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:3:4 PROPOSED FOUL WATER DRAINAGE ………………………………………………………………………………..5
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:3:5 PROPOSED PROCESS DRAINAGE ……………………………………………………………………………………..6
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:3:019216 | Redcar Energy Centre |Outline Drainage Strategy| June 2020
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:4:1.1 RPS has been commissioned to produce an Outline Drainage Strategy for the proposed Redcar
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:4: drainage to be implemented in the proposed development. The report has been produced in
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:4:019216 | Redcar Energy Centre |Outline Drainage Strategy| June 2020
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:5:2 PROPOSED SURFACE WATER DRAINAGE
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:5: Drainage Strategy Overview
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:5:2.1 The Outline Drainage Strategy has been devised to ensure all outline planning requirements and
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:5: drainage strategy has been devised using the Tees Valley Sustainable Drainage (SuDS) Guidance
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:5:2.2 The outline drainage strategy for the Application Site has been carefully designed to manage
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:5: flexibility. The final details of the outline drainage strategy would be refined during detailed design.
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:5:2.3 SuDS features would be incorporated into the proposed development to mimic natural drainage
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:5: drainage system with valley and eaves gutters and primary and secondary outlets in
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:5: has been incorporated into the site layout to allow some flexibility in the drainage design. The
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:5:019216 | Redcar Energy Centre |Outline Drainage Strategy| June 2020
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:6:2.10 Through detailed design of the surface water drainage network, the outfall level would be
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:6: interceptors, filter drains, and permeable paving. All drainage Infrastructure would be suitably
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:6:019216 | Redcar Energy Centre |Outline Drainage Strategy| June 2020
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:7:3.1 The proposed surface water drainage would be designed using current MicroDrainage analysis
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:7:3.2 The following parameters summarise the main objectives of the site wide drainage strategy,
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:7:3.3 The design of the surface water drainage would include the following variables:
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:7: • velocity: minimum 0.75 m/s for self-cleansing (private drainage)
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:7: • The site drainage system would be designed using the following storm intensities and
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:7:019216 | Redcar Energy Centre |Outline Drainage Strategy| June 2020
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:8:4 PROPOSED FOUL WATER DRAINAGE
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:8:4.1 A new foul water drainage system is required to serve the new site offices and any associated
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:8: catering facilities on the proposed development. It is proposed that the new foul drainage from the
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:8:4.2 The foul water drainage system would be designed in accordance with the frequency factors and
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:8: discharge units set out in BS EN 12056-2:2000, ‘Gravity drainage systems inside buildings – Part
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:8:019216 | Redcar Energy Centre |Outline Drainage Strategy| June 2020
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:9:5 PROPOSED PROCESS DRAINAGE
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:9: enters the main surface water drainage system in the event that the tank is full. This tank would
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:9:5.8 Surface water drainage runoff from IBA process areas would be collected via an underground
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:9: gravity drainage system and discharged to a concrete lined settlement lagoon. The settlement
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:9:019216 | Redcar Energy Centre |Outline Drainage Strategy| June 2020
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:10:6.1 The maintenance for all on plot drainage Infrastructure would be the responsibility of the operator
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:10: constructed drainage Infrastructure would be passed to the end user as part of an Operation and
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:10: Kerb Drainage regulations. develop. Jet cleaning where drains.
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:10:019216 | Redcar Energy Centre |Outline Drainage Strategy| June 2020
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:11:Borough Council, Stockton-on-Tees Borough Council, 2019. Sustainable Drainage (SuDS) Guidance -
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:11:019216 | Redcar Energy Centre |Outline Drainage Strategy| June 2020
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:12:019216 | Redcar Energy Centre |Outline Drainage Strategy| June 2020
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:13: Linear Drainage e.g. kerb / slot drain
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:13: IBA drainage system Grassed Conveyance Swale
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:13: Indicative Drainage Layout
R-2020-0411-FFM-Appendix 8.2 Outline Drainage Strategy.pdf:16:019216 | Redcar Energy Centre |Outline Drainage Strategy| June 2020
R-2020-0411-FFM-SEC8563 Redcar EfW Outfall Pipe Phase 1 Note_Final_20.10.29(1).pdf:10:Tees Estuary is a heavily modified water body and the drainage outfall is proposed in a location of the Tees
R-2020-0411-FFM-EA R_2020_0411_FFM v2 10 November 2020 OFFICIAL .pdf:2:assessment of likely significant effects. As the drainage strategy is in outline, this survey
R-2020-0411-FFM-EA R_2020_0411_FFM v2 10 November 2020 OFFICIAL .pdf:2:preparation of the detailed drainage strategy with Water Framework Directive (WFD)
R-2020-0411-FFM-ApplicationFormRedacted.pdf:5: Sustainable drainage system
R-2020-0411-FFM-ApplicationFormRedacted.pdf:5:Are you proposing to connect to the existing drainage system? Yes No Unknown
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:4: is fed by a complex network of Main Rivers, ordinary watercourses and drainage ditches with water
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: network of main rivers, ordinary watercourses and drainage ditches with water features (ponds,
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:9: drainage ditches) falling within a 1 km radius of the Application Site.
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:11: • Infrastructure works, including construction of internal roads and drainage works;
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:12: the Outline Drainage Strategy (see Appendix 8.2) and are set out in paragraphs 4.4.8 to 4.4.20.
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:13: The Tees Estuary is a heavily modified water body and the drainage outfall is proposed
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:13: closed surface water drainage system, as identified in the ES scoping report.
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:13: temporary and the operational surface water drainage system is being constructed.
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:14: of such a water body (e.g. flood defence, port development, water abstraction, land drainage) or the
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:16: run-off whilst the temporary and the operational surface water drainage system is being constructed.
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:17: • storage of oils and chemicals away from existing watercourses, including drainage ditches or
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:17:4.4.7 The construction phase will include temporary drainage mitigation techniques including, but not
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:17: limited to, run-off interceptor channels installed prior to the construction of the formal drainage to
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:17: surface water drainage system.
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:17: interceptors, filter drains, and permeable paving. All drainage Infrastructure would be suitably
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:18: drainage system design in order that the drainage network has capacity to store any increase in
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:18:4.4.13 The runoff from the Materials Recovery Facility (MRF) will be stored in a sealed / closed drainage
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:18: treatment where necessary. The drainage layout strategy for the proposed development is included
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:18:4.4.14 In addition, a new foul water drainage system is required to serve the new site office and any
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:18: associated catering facilities at the REC. It is proposed that the any new foul drainage from the
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:18: drainage, there is no potential for cumulative or in combination effects.
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:18: Site is low. However, process drainage from the operational areas of the REC will be contained and
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:20: water drainage system from external impermeable areas, which will be serviced by full retention oil
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:22:4.4.32 A new foul water drainage system is required to serve the REC site. It is proposed that the any new
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:22: foul drainage from the facility will be connected to the existing pumped sewerage system referred to
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:22: interceptors, filter drains, and permeable paving. All drainage Infrastructure would be suitably
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:29: drainage system is being constructed. Given that the estimated
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:30:The chemicals are on the Environmental Quality Requires impact Foul drainage as part of the development will be connected to the
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:30: drainage drainage system with a full retention oil interceptor and
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:30: drainage system is being constructed.
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:31: a closed surface water drainage system with a full retention oil
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:33:Hydromorphology No The Tees Estuary is a heavily modified water body and the drainage outfall is proposed in a location of the
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:34: drainage system is being constructed
R-2020-0411-FFM-Redcar Volume 3 Front Cover.pdf:2:Appendix 8.2: Outline Drainage Strategy
R-2020-0411-FFM-Chapter 5 Planning Policy.pdf:32: drainage, disposal of solid waste and industrial effluent and provision of telecommunications.
R-2020-0411-FFM-Chapter 2 Project Description.pdf:7: waste. The runoff would be stored in a sealed drainage system, reused on site where possible,
R-2020-0411-FFM-Chapter 2 Project Description.pdf:14: may contain contaminants. The runoff would be collected by a sealed drainage system underneath
R-2020-0411-FFM-Chapter 2 Project Description.pdf:15: enters the main surface water drainage system in the event that the tank is full. This tank would
R-2020-0411-FFM-Chapter 2 Project Description.pdf:16:2.5.15 A new foul water drainage system is required to serve the new site office and any associated
R-2020-0411-FFM-Chapter 2 Project Description.pdf:16: catering facilities on the Redcar EFW site. It is proposed that the any new foul drainage from the
R-2020-0411-FFM-Chapter 2 Project Description.pdf:17: Drainage
R-2020-0411-FFM-Chapter 2 Project Description.pdf:17:2.5.19 An outline drainage scheme is provided at Appendix 8.2. It provides for foul water connection to
R-2020-0411-FFM-Chapter 2 Project Description.pdf:17: existing services and surface water drainage managed within the Application Site. Roof runoff
R-2020-0411-FFM-Chapter 2 Project Description.pdf:20: • Infrastructure works, including construction of internal roads and drainage works;
R-2020-0411-FFM-Chapter 2 Project Description.pdf:22: Construction Drainage
R-2020-0411-FFM-Chapter 2 Project Description.pdf:24: • Areas with prevalent run-off would be identified and drainage would be actively
R-2020-0411-FFM-Chapter 2 Project Description.pdf:24: managed, e.g. bunding of stockpiled material and/or temporary drainage.
R-2020-0411-FFM-Chapter 2 Project Description.pdf:24: bunded to minimise the risk of hazardous substances entering the drainage
R-2020-0411-FFM-Chapter 2 Project Description.pdf:24: areas where construction drainage systems has features to remove sediment and
R-2020-0411-FFM-Chapter 2 Project Description.pdf:24: • The construction phase would include temporary drainage mitigation techniques
R-2020-0411-FFM-Chapter 2 Project Description.pdf:24: construction of the formal drainage to ensure that discharges from the proposed
R-2020-0411-FFM-Chapter 2 Project Description.pdf:25: areas would be bunded to minimise the risk of substances entering the drainage
R-2020-0411-FFM-Chapter 2 Project Description.pdf:27: The management of surface water would be in accordance with the drainage
R-2020-0411-FFM-Chapter 2 Project Description.pdf:27: Risk outline drainage strategy (Appendix 8.2) which would be approved by the LLFA prior
R-2020-0411-FFM-Chapter 2 Project Description.pdf:27: For clean runoff, the outline drainage strategy includes the collection of surface
R-2020-0411-FFM-Non Technical Summary.pdf:7: drainage strategy. It is intended that the planting on the northern boundary and the attenuation
R-2020-0411-FFM-Non Technical Summary.pdf:7: Drainage and Flood Risk
R-2020-0411-FFM-Non Technical Summary.pdf:7:2.2.23 An outline drainage scheme has been prepared as part of the design of the Redcar Energy Centre
R-2020-0411-FFM-Non Technical Summary.pdf:7: water from the Application Site to existing services, and managing surface water drainage within
R-2020-0411-FFM-Non Technical Summary.pdf:7: the Application Site using a sealed drainage system. Roof runoff would be collected and used in
R-2020-0411-FFM-Non Technical Summary.pdf:8:2.2.33 The proposed drainage strategy would include measures to maintain water quality and protect
R-2020-0411-FFM-Non Technical Summary.pdf:9: • Infrastructure works, including construction of internal roads and drainage works;
R-2020-0411-FFM-Non Technical Summary.pdf:18: complex network of Main Rivers, ordinary watercourses and drainage ditches with water features
R-2020-0411-FFM-Non Technical Summary.pdf:18: (ponds, drainage ditches) within a 1 km radius of the Application Site.
R-2020-0411-FFM-Non Technical Summary.pdf:19: into the water bodies and drainage Infrastructure. Spill procedures and use of spill kits, together
R-2020-0411-FFM-Non Technical Summary.pdf:19: with appropriate drainage systems and containment, would be employed. The project would use
R-2020-0411-FFM-Non Technical Summary.pdf:19:5.3.9 All construction compounds would include temporary construction drainage in order that no
R-2020-0411-FFM-Non Technical Summary.pdf:19: water drainage strategy has been developed which would attenuate any increase in runoff caused
R-2020-0411-FFM-Non Technical Summary.pdf:26: extreme weather events. The conceptual surface water drainage strategy for the proposed
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:1: effects of site drainage) and the effects on water resouces including water quality;
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:1:8.1.2 summarises the outline drainage strategy for managing site runoff during the operation of the
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:1: Assessment and Outline Drainage Strategy, which are enclosed in Appendix 8.1 and 8.2
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:1: • Land Drainage Act 1991 (as amended);
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:2:8.2.5 The Land Drainage Act 1991 (as amended) This requires that a watercourse be maintained by its
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:2: policies relating to flood risk and drainage are;
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:3: c. New site drainage systems are well designed, taking account of events that exceed the
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:3: • National SuDS Working Group, Interim Code of Practice for Sustainable Drainage Systems,
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:4: • Outline Drainage Strategy (see Appendix 8.2).
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:4: application site-specific Flood Risk Assessment and Drainage Risk Assessment (Appendix 8.1),
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:4: enquiry) Strategy. The Tees Valley authorities do not allow outline drainage strategy (Appendix
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:5: Drainage System (SuDS) Guidance Design Guide
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:5: Where the drainage system discharges to a
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:6: drainages, particularly from amenity or welfare
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:6: response) Drainage solution by working through the adopted for the outline drainage
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:10: • Flow data for watercourses and drainage channels;
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: ditches with water features (ponds, drainage ditches) falling within a 1 km radius of the Application
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:14: Existing Drainage
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:14: land and, based on the available information, it is considered unlikely that any main drainage
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:16: incorporated within the surface water drainage system design in order that the drainage network
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:18: • Areas with prevalent run-off would be identified and drainage would be actively managed, e.g.
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:18: bunding of stockpiled material and/or temporary drainage.
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:18: minimise the risk of hazardous substances entering the drainage system or the local
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:18: drainage systems has features to remove sediment and therefore, reduce the risk of sediment
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:18: • The construction phase would include temporary drainage mitigation techniques including, but
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:18: drainage to ensure that discharges from the proposed development are controlled in quality
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:19: drainage strategy (Appendix 8.2) which would be approved by the LLFA prior to construction
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:19:8.4.6 For clean runoff, the outline drainage strategy includes the collection of surface water via
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:19:8.4.8 The process drainage would be recycled in the waste to energy process as follows:
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:19: of IBA material washout during rainfall events. Surface water drainage runoff from IBA process
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:19: areas would be collected via an underground gravity drainage system and discharged to a
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:19: recycled into ash as a dust suppressant. No surface water drainage from the IBA area would
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:20: and providing suitable temporary drainage network including oil / sediment interceptors.
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:20: surface water drainage system is being constructed.
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:22:8.6.6 Operational activities would incorporate appropriate drainage solutions in the design of the
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:22: proposed development in line with local and national standards. As set out in the outline drainage
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:22:8.6.11 A new surface water drainage network would be constructed as part of the proposed development,
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:22: With the implementation of the drainage strategy (see Appendix 8.2) and the regulation of
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:22: Environmental Permit in line with the Outline Drainage Strategy (Appendix 8.2).
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:23: Risk Assessment (Appendix 8.1) and the Outline Drainage Strategy (Appendix 8.2). The Flood
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:23: Site. The Outline Drainage Strategy (Appendix 8.2) has been developed in order that any increase
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:24: 8.1) and Outline Drainage Strategy (Appendix 8.2) have been prepared which identified that the
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:24:8.9.7 The principles of the drainage strategy (as set out in Appendix 8.2: Outline Drainage Strategy)
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:24: Drainage Systems.
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:25: National SuDs Working Group (2004) Interim Code of Practice for Sustainable Drainage Systems.
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:26:(construction) flood Infrastructure construction drainage
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:27: drainage system.
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:27: sustainable drainage
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:27: increase in flood risk drainage system will
R-2020-0411-FFM-Chapter 3 Needs and Alternatives - formatted.pdf:6: • Ensure appropriate sustainable drainage solutions sensitive to the need to protect adjacent
R-2020-0411-FFM-Chapter 13 - Other Environmental Effects.pdf:4: extreme weather events. The conceptual surface water drainage strategy for the proposed
R-2020-0411-FFM-Chapter 4 - EIA Methodology.pdf:2: conceptual surface water drainage strategy for the project has been designed to take into account
R-2020-0411-FFM-R 2020 0411 FFM NWL.pdf:1:are proposed in the application documents. Should the drainage proposal change for this application,
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:8: • Appendix 8.2: Outline Drainage Strategy
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:17: waste. The runoff would be stored in a sealed drainage system, reused on site where possible,
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:24: may contain contaminants. The runoff would be collected by a sealed drainage system underneath
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:25: enters the main surface water drainage system in the event that the tank is full. This tank would
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:26:3.1.80 A new foul water drainage system is required to serve the new site office and any associated
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:26: catering facilities on the Redcar EFW site. It is proposed that the any new foul drainage from the
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:27: Drainage
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:27:3.1.84 An outline drainage scheme is provided at Appendix 8.2. It provides for foul water connection to
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:27: existing services, and surface water drainage managed within the Application Site. Roof runoff
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:31: • Infrastructure works, including construction of internal roads and drainage works;
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:33: Construction Drainage
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:88: c. new site drainage systems are well designed, taking account of events that exceed the
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:88: e. prioritising the use of sustainable drainage systems (SuDs);
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:89: q. discharge to a surface water sewer, highway drain, or another drainage system; or where not
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:89: the proposed development on flood hydrology, surface water drainage, and flooding.
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:89:6.8.3 A new surface water drainage network would be created as part of the proposed development,
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:90:6.8.14 An outline surface water drainage strategy has been prepared for the proposed REC which,
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:90:6.8.15 It provides for foul water connection to existing services and surface water drainage managed
R-2020-0411-FFM-Appendix 4.1 Redcar Energy Centre Scoping Report and Scoping Opinion.pdf:22: drainage strategy for the proposed development will be designed to take flood risk into account,
R-2020-0411-FFM-Appendix 4.1 Redcar Energy Centre Scoping Report and Scoping Opinion.pdf:30:5.35 There is no existing artificial drainage on site. An environmental permit for an adjacent site
R-2020-0411-FFM-Appendix 4.1 Redcar Energy Centre Scoping Report and Scoping Opinion.pdf:30: indicated that drainage was via soakaways.
R-2020-0411-FFM-Appendix 4.1 Redcar Energy Centre Scoping Report and Scoping Opinion.pdf:30: access/egress routes. The FRA will incorporate an outline drainage design of the proposed
R-2020-0411-FFM-Appendix 4.1 Redcar Energy Centre Scoping Report and Scoping Opinion.pdf:30: development to ensure the runoff rates do not exceed the existing rates. The outline drainage
R-2020-0411-FFM-Appendix 4.1 Redcar Energy Centre Scoping Report and Scoping Opinion.pdf:30: design will utilise appropriate mitigation measures such as the use of SuDS (sustainable drainage
R-2020-0411-FFM-Appendix 4.1 Redcar Energy Centre Scoping Report and Scoping Opinion.pdf:53:The Developer should develop their Surface Water Drainage solution by working through the
R-2020-0411-FFM-Appendix 4.1 Redcar Energy Centre Scoping Report and Scoping Opinion.pdf:54:URBAN DRAINAGE SYSTEMS (SUDS) GUIDANCE DESIGN GUIDE & LOCAL STANDARDS.
R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:22: outline drainage strategy (Appendix 8.2 of Chapter 8: Hydrology and Flood Risk) which would be
R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:22:7.4.10 For clean runoff, the outline drainage strategy includes the collection of surface water via
R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:22: surface water drainage from the IBA area would be discharged to the Tees Estuary via the
R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:25:7.5.21 The construction phase would include temporary drainage mitigation techniques including, but not
R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:25: limited to, run-off interceptor channels installed prior to the construction of the formal drainage to
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:6:drainage design.
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:17:3.2.3 Pipelines, drainage Infrastructure and any other relict Infrastructure associated with steel works
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:101:drainage systems are typically built to cope with rainfall events between 1 in 20 and 1 in 30 years, though
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:140:soil, and by seasonal changes in the soil moisture content (related to rainfall and local drainage).
R-2020-0411-FFM-EA R_2020_0411_FFM 24 September 2020 OFFICIAL.pdf:2:The submitted planning application and outline drainage strategy indicate a new outfall
R-2020-0411-FFM-EA R_2020_0411_FFM 24 September 2020 OFFICIAL.pdf:2:drainage strategy. This may require a flood risk activity permit under the Environmental
R-2020-0411-FFM-EA R_2020_0411_FFM 24 September 2020 OFFICIAL.pdf:2:The outline drainage strategy (Appendix 8.2) and appended plan (Document no. 019216-
R-2020-0411-FFM-Appendix 7.2 Ecology PEA.pdf:6: through a new drainage pipe prior to discharging from the south of Application Site near the
R-2020-0411-FFM-Appendix 7.2 Ecology PEA.pdf:6: access road. Further details of the drainage strategy can be found in Appendix 8.2: Outline
R-2020-0411-FFM-Appendix 7.2 Ecology PEA.pdf:6: Drainage Strategy.
R-2020-0411-FFM-Chapter 6 Landscape and Visual Impact.pdf:11: Topography and Drainage
R-2020-0411-FFM-Chapter 6 Landscape and Visual Impact.pdf:43:6.9.3 The provision of sustainable drainage features has also been considered as part of the landscape
R-2020-0247-CD-Decision Notice_R20190427FFM.pdf:2: assessment and drainage strategy (June 2019, wood) and consistent with the
R-2020-0247-CD-Decision Notice_R20190427FFM.pdf:3: and Drainage Strategy Doc ref. 41825-WOOD-XX-XX-RP-OW-0001_A_P01
R-2020-0247-CD-Warrenby 3B Enabling Works - CEMP (Rev C).pdf:3: 5.5 Storage of Plant & Materials used for the Construction of Drainage Ditches …… 6
R-2020-0247-CD-Warrenby 3B Enabling Works - CEMP (Rev C).pdf:10:5.5 Storage of Plant and Materials used for the Construction of Drainage Ditches
R-2022-0176-CD-2015-10 Section 36 Consent (Conditions) (12).pdf:10:Site Drainage
R-2022-0176-CD-2015-10 Section 36 Consent (Conditions) (12).pdf:11: Agency, a scheme showing the method and working of drainage
R-2022-0176-CD-2015-10 Section 36 Consent (Conditions) (12).pdf:11: (ii) provision so as to ensure that all existing drainage systems
R-2022-0176-CD-2015-10 Section 36 Consent (Conditions) (12).pdf:12: Reason: To ensure proper drainage of the Site and that proper
R-2022-0731-CD-STDC_HWY-ATK-ELS-PR-DR-LL-000001_C01.PDF:1: - To promote free drainage. General topsoil depths: Delivery: Arrange to avoid need for excessive stacking. - Timing: When grass is reasonably dry.
R-2022-0731-CD-STDC_HWY-ATK-ELS-PR-DR-LL-000001_C01.PDF:1: not use subsoil contaminated with the above materials. - Grading and cultivation: Category B. drainage. Frequency: As necessary to ensue the establishment and 429J DRESSING FOR AMENITY TURF · Arisings: Remove from site. SUBSOIL/TOPSOIL IS USED IN ALL TURF AREAS AS STATED. IF
R-2022-0731-CD-STDC_HWY-ATK-ELS-PR-DR-LL-000001_C01.PDF:1: · To promote free drainage.
R-2022-0587-CD-R 2020 0684 ESM DECISION NOTICE.pdf:2: PC1084-RHD-SB-DN-DR-C-1385_P01 Drainage received by the LPA on
R-2022-0587-CD-R 2020 0684 ESM DECISION NOTICE.pdf:3: installation of the approved surface water drainage Infrastructure.
R-2022-0587-CD-61586_01 Covering Letter July 2022.pdf:1:“Prior to the commencement of any works pertaining to drainage, details shall be submitted to and
R-2022-0587-CD-61586_01 Covering Letter July 2022.pdf:1:• South Bank Quay Phase 1: Full Design Package – Drainage (Ref. SBQ1-DCL-CIV-SBKXX-CA-CE-
R-2022-0587-CD-Officer report.pdf:1:installation of the approved surface water drainage Infrastructure.
R-2022-0587-CD-Decision Noitce.pdf:2: installation of the approved surface water drainage Infrastructure.
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:1:FULL DESIGN PACKAGE – DRAINAGE
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:2:FULL DESIGN PACKAGE – DRAINAGE
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:3: 5.1 Surface Water Drainage System ………………………………………………………………………………. 16
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:3:APPENDIX B – DRAINAGE DRAWINGS
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:3:APPENDIX C – MICRODRAINAGE CALCULATIONS
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:3:APPENDIX H – DRAINAGE SPECIFICATION
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:3:Full Design Package – Drainage 3|
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:4: • Surface water drainage to bound and unbound pavement areas
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:4:Full Design Package – Drainage 4|
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:5: • Surface water drainage system.
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:5:Full Design Package – Drainage 5|
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:6: Design Guides and Additional References – Surface Water Drainage System
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:6: _ Building Regulations Approved Document H – Drainage and Waste Disposal.
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:6:Full Design Package – Drainage 6|
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:7:Full Design Package – Drainage 7|
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:8: The drainage area is defined by the capping beam, concrete pavement area on
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:8: Drainage Drawing SBQ1-DCL-CIV-SBKXX-DR-CE-400001-P05 (450m x 50m) and
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:8: (STDC’s) site wide drainage strategy and are therefore not incorporated in this FDP.
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:8:Full Design Package – Drainage 8|
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:9: The surface water drainage system has been designed in accordance with the
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:9: Approval In Principle document. The primary function of the storm water drainage
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:9: drainage area includes the capping beam, 450m x 50m concrete pavement and 2No.
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:9: 90m x 50m unbound transition zone (/flare) pavements. An ACO linear drainage
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:9: The surface water drainage system will drain surface water from the paved areas under
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:9: drainage system.
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:9: The linear drainage system is aligned along the landward edge of the proposed 30m
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:9: pavement strip. This change has been made so to reduce the drainage systems
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:9: Client’s (STDC’s) site wide drainage strategy and therefore is not included within this
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:9:Full Design Package – Drainage 9|
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:10: The Design Inputs and Parameters for the Surface Water Drainage design are outlined
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:10: Surface Water Drainage Pipework: 50 years based on routine
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:10: Surface Water Drainage Manholes and Gullies: 50 years based on routine
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:10: C.C. Allowance 40% to be used in the drainage design (Upper end – 2060 to 2115)
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:10:Full Design Package – Drainage 10 |
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:11:Full Design Package – Drainage 11 |
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:12: the slopes of the pipes will be sufficient for the drainage system to comply
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:12:Full Design Package – Drainage 12 |
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:13:Full Design Package – Drainage 13 |
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:14:Full Design Package – Drainage 14 |
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:15:Full Design Package – Drainage 15 |
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:16:5.1 Surface Water Drainage System
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:16: The surface water drainage system was designed to achieve the most efficient layout
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:16: caping beam to the drainage channel and rising again to the landward edge of the
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:16: Microdrainage which utilises the Modified Rational Method. The input parameters
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:16: complied with those identified in Table 4-1. The Micro-drainage calculations for the
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:16:5.4 Linear Drainage System
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:16: The linear drainage systems are to be formed using ACO QMax 900, ACO QMax 700
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:16: and ACO QMax550 channels. The general arrangement of the linear drainage
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:16:Full Design Package – Drainage 16 |
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:17: The total volume of flood water out of chamber within the storm drainage system is
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:17: 200m3 over the full extent of the drainage system. The total flood storage capacity
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:17:Full Design Package – Drainage 17 |
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:18:Full Design Package – Drainage 18 |
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:19:ACCEPTANCE IN PRINCIPLE – DRAINAGE
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:20:ACCEPTANCE IN PRINCIPLE – DRAINAGE
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:21: 5.1 Surface Water Drainage System ………………………………………………………………………………. 16
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:21:Acceptance in Principle – Drainage 3|
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:22: • Surface water drainage to pavement areas
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:22:Acceptance in Principle – Drainage 4|
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:23: parameters and design approach for elements relating to the Surface Water Drainage
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:23:Acceptance in Principle – Drainage 5|
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:24: Design Guides and Additional References – Surface Water Drainage System
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:24: _ Building Regulations Approved Document H – Drainage and Waste Disposal.
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:24:Acceptance in Principle – Drainage 6|
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:25:Acceptance in Principle – Drainage 7|
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:26: The drainage area is defined by the capping beam, concrete pavement area on
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:26: The tie-in levels, and hence drainage strategy landward of the drainage area defined
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:26: this drainage area is not to be incorporated in the South Bank Quay Phase 1 drainage
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:26: The drainage strategy immediately landward of the 50m transition pavement, and 50m
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:26: (STDC’s) site wide drainage strategy and not incorporated in this AIP.
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:26:Acceptance in Principle – Drainage 8|
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:27: The surface water drainage system will be designed in accordance with Scope Part 2.
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:27: The primary function of the storm water drainage system is to collect surface runoff
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:27: from the quay paving in an efficient manner. The drainage area shall include the
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:27: The surface water drainage system shall drain surface water from the paved areas
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:27: A linear drainage system at the landward edge of the proposed 30m wide heavy lift
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:27: Client’s (STDC’s) site wide drainage strategy.
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:27: The design of the surface water drainage system shall accommodate ground
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:27:Acceptance in Principle – Drainage 9|
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:28: The Design Inputs and Parameters for the Surface Water Drainage design are outlined
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:28: Surface Water Drainage Pipework: 50 years based on routine
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:28: Surface Water Drainage Manholes and Gullies: 50 years based on routine
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:28: Climate Change 40% to be used in the drainage design (Upper end – 2060 to 2115)
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:28:Acceptance in Principle – Drainage 10 |
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:29: the slopes of the pipes will be sufficient for the drainage system to comply
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:29:Acceptance in Principle – Drainage 11 |
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:30:Acceptance in Principle – Drainage 12 |
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:31:Acceptance in Principle – Drainage 13 |
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:32:Acceptance in Principle – Drainage 14 |
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:33:Acceptance in Principle – Drainage 15 |
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:34:5.1 Surface Water Drainage System
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:34: The surface water drainage system shall be designed to achieve the most efficient
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:34: Microdrainage which utilises the Modified Rational Method. The input parameters will
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:34:Acceptance in Principle – Drainage 16 |
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:35:Acceptance in Principle – Drainage 17 |
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:36:Acceptance in Principle – Drainage 18 |
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:37:Acceptance in Principle – Drainage 19 |
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:38:Full Design Package – Drainage 19 |
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:46:APPENDIX C: MICRODRAINAGE CALCULATIONS
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:46:Full Design Package – Drainage 20 |
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:47:File Drainage Design 2022-04-11 8… Checked by
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:48:File Drainage Design 2022-04-11 8… Checked by
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:49:File Drainage Design 2022-04-11 8… Checked by
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:50:File Drainage Design 2022-04-11 8… Checked by
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:51:File Drainage Design 2022-04-11 8… Checked by
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:52:File Drainage Design 2022-04-11 8… Checked by
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:53:File Drainage Design 2022-04-11 8… Checked by
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:54:File Drainage Design 2022-04-11 8… Checked by
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:55:File Drainage Design 2022-04-11 8… Checked by
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:56:File Drainage Design 2022-04-11 8… Checked by
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:57:File Drainage Design 2022-04-11 8… Checked by
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:58:File Drainage Design 2022-04-11 8… Checked by
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:59:APPENDIX D: ACO DRAINAGE SYSTEM CALCULATIONS
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:59:Full Design Package – Drainage 21 |
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:72:Full Design Package – Drainage 22 |
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:73:DRAINAGE STATUS: S5
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:73:Table 1 – Standard and Non-standard tasks summary table related to the drainage construction & installation
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:74: Protection drainage elements operatives length of the capping beam during the
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:74:1 Pavement Failure of drainage Future use Cannot eliminate by design due to the Low The concrete Pavement has been designed in Concrete pavement loading and assumptions Low Open
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:86:Full Design Package – Drainage 23 |
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:87: Drainage
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:87: 1 Drainage details interceptor vent pipe to be indicated on the drawings 17/02/2022 open Interceptor vent pipe notes added to drawings 400001, 400002 and 400003 15/03/2022
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:87: 2 Drainage details Manhole schedule is required 17/02/2022 open Manhole schedule has been produced. Refer to drawing 400004 15/03/2022
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:87: 3 Drainage details The use of Rocker Pipes is to be noted on the drainage 17/02/2022 open rocker pipe notes added to drawing 400002 and 400011 15/03/2022
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:87: 4 Settlement Consideration to be given to the impact on drainage of 23/02/2022 open The maximum expected settlement expected during the design life of the pavement is approximately 80mm. The 15/03/2022
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:87: settling drainage network.
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:88:Full Design Package – Drainage 24 |
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:89:Name of Structure: Drainage
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:89: SBQ1-DCL-CIV-SBKXX-CA-CE- Full Design Package – Drainage P02
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:90:Name of Structure: Drainage
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:90: SBQ1-DCL-CIV-SBKXX-CA-CE- Full Design Package – Drainage P02
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:91:Full Design Package – Drainage 25 |
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:92:DRAINAGE SPECIFICATION
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:93:DRAINAGE SPECIFICATION
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:94:2.0 DRAINAGE SPECIFICATION ………………………………………………………………. 6
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:94: DRAINAGE SPECIFICATION 3
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:95:DRAINAGE SPECIFICATION 4
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:96:DRAINAGE SPECIFICATION 5
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:97:2.0 DRAINAGE SPECIFICATION
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:97:2.1 PREAMBLE TO THE DRAINAGE SPECIFICATION
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:97:2.1.1 The Drainage Specification shall be the ‘Specification for Highway Works’,
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:97:DRAINAGE SPECIFICATION 6
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:98:DRAINAGE SPECIFICATION 7
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:99: . gully, drainage channel or chamber and shall remove immediately any
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:99:DRAINAGE SPECIFICATION 8
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:100:DRAINAGE SPECIFICATION 9
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:101: DRAINAGE AND SERVICE DUCTS
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:101: 5/1 Drainage Requirements
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:101: 5/6 Linear drainage channel systems
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:101:DRAINAGE SPECIFICATION 10
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:102:APPENDIX 0/4: LIST OF DRAINAGE DRAWINGS
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:102: SBQ1-DCL-CIV-SBKXX- DR-CE-400001 Proposed Drainage Layout Sheet 1
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:102: SBQ1-DCL-CIV-SBKXX- DR-CE-400002 Drainage Standard Details Sheet 1
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:102: SBQ1-DCL-CIV-SBKXX- DR-CE-400003 Drainage Standard Details Sheet 2
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:102: SBQ1-DCL-CIV-SBKXX- DR-CE-400006 Drainage Standard Details Sheet 4
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:102: SBQ1-DCL-CIV-SBKXX- DR-CE-400007 Drainage Standard Details Sheet 5
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:102:DRAINAGE SPECIFICATION 11
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:103:DRAINAGE SPECIFICATION 12
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:104:DRAINAGE SPECIFICATION 13
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:105:DRAINAGE SPECIFICATION 14
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:106: 501 Pipes for drainage and service Product
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:106:DRAINAGE SPECIFICATION 15
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:107:DRAINAGE SPECIFICATION 16
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:108:DRAINAGE SPECIFICATION 17
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:109:DRAINAGE SPECIFICATION 18
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:110: 516 Combined drainage and kerb Load test - to A minimum Required Certification that
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:110: 517 Linear drainage systems Load test - to A minimum Required Certification that
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:110:DRAINAGE SPECIFICATION 19
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:111:SERIES 500 - DRAINAGE
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:111:APPENDIX 5/1: DRAINAGE REQUIREMENTS
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:111:5.1.1 The pipe sizes, material type and class for the drainage system are detailed on
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:111: on each drainage line in the chamber immediately up line of the full retention
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:111: installed on each storm drainage line. Full retention separators are to be installed
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:111:DRAINAGE SPECIFICATION 20
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:112: approved equal, to be installed on each drainage line under the proposed quay
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:112:DRAINAGE SPECIFICATION 21
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:113:DRAINAGE SPECIFICATION 22
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:114:5.4.4 Drainage pipe to be fully perforated 300mm diameter HDPE pipe.
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:114:5.4.5 Trench to be filled with 20mm/40mm clean drainage stone
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:114:DRAINAGE SPECIFICATION 23
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:115:APPENDIX 5/6: LINEAR DRAINAGE CHANNEL SYSTEMS
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:115: sizing of linear drainage channels.
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:115:5.6.2 All linear drainage channels to be ACO Q-Max system. All Q-Max components to
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:115: have a reinforced concrete surround. Slot drainage to be installed as per the
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:115:5.6.4 All linear drainage system chambers to be ACO Q-Max 550/700/900 sump
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:115:DRAINAGE SPECIFICATION 24
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:116:DRAINAGE SPECIFICATION 25
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:117:DRAINAGE SPECIFICATION 26
R-2021-0465-FFM-Officer Report 0465.pdf:3: Failure to ensure the drainage from the site has been properly
R-2021-0465-FFM-Officer Report 0465.pdf:5:the CPEMP to provide temporary drainage facilities and protection measures
R-2021-0465-FFM-Officer Report 0465.pdf:5:provide temporary drainage facilities, throughout the development.
R-2021-0465-FFM-Officer Report 0465.pdf:5: The impacts on drainage
R-2021-0465-FFM-Officer Report 0465.pdf:8:The impacts on drainage
R-2021-0465-FFM-Officer Report 0465.pdf:8:continues to have conditions relating to drainage that require discharging,
R-2021-0465-FFM-Officer Report 0465.pdf:8:considered likely that the final drainage scheme will cover the entire
R-2021-0465-FFM-Officer Report 0465.pdf:9:conditions, not considered to have an adverse impact on drainage matters.
R-2021-0465-FFM-Officer Report 0465.pdf:10:Technical matters relating to drainage, contamination/nuisance, highways and
R-2021-0465-FFM-19952696_3.pdf:2:Failure to ensure the drainage from the site has been properly considered.
R-2021-0465-FFM-19952696_3.pdf:2:There is no requirement for full drainage details to be provided with this application. Approval of the
R-2021-0465-FFM-19952696_3.pdf:2:drainage details for the entirety of the LM Wind site are to be secured through the discharge of condition 13
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:17:The Wood “Flood Risk Assessment and Drainage Strategy Flood Risk Assessment and Drainage
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:25:surfaces with covers and suitable drainage to collect and dispose of waters. Validation testing of these
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:26:disposal, either via direct disposal to site foul drainage under discharge consent, via on site treatment
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:26:and discharge to foul drainage under consent, or by tankerage and disposal from site.
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:33:CPEMP to provide temporary drainage facilities and protection measures (such as silt fences) as
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:35: Surface water drainage
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:36: disposal, re-infiltration or disposal under consent to foul drainage network.
R-2021-0465-FFM-LLFA 0465.pdf:1:management plan as a component of the CPEMP to provide temporary drainage facilities and protection measures
R-2021-0465-FFM-LLFA 0465.pdf:1:plan to provide temporary drainage facilities, throughout the development.
R-2021-0465-FFM-R 2021 0465 FFM NWL.pdf:1:The developer should develop their surface water drainage solution by working through the Hierarchy
R-2021-0465-FFM-ApplicationFormRedacted.pdf:1:* North East by the Lackenby Channel Drainage cut and gas pipelines, forming part of the Sembcorp utilities corridor;
R-2021-0465-FFM-ApplicationFormRedacted.pdf:4: Sustainable drainage system
R-2021-0465-FFM-ApplicationFormRedacted.pdf:5:Are you proposing to connect to the existing drainage system? Yes No Unknown
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:5: SuDS Sustainable (urban) Drainage System
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:25: pumps, and drainage. Raw water or NWG treated effluent will be treated on the
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:35: of sustainable urban drainage systems; ensure the separation of foul and
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:51: Lackenby Channel The Lackenby Channel is a drainage cut between the Lackenby steelworks
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:52: been developed, or modified, to aid land drainage. As a result, they are
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:55: • Water quality impacts on receiving watercourses from an increase in foul drainage
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:55: consider any change in risk from these emissions. Foul drainage from employment
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:57: above ground Infrastructure using the Sustainable Urban Drainage System (SuDS)
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:57: Association (CIRIA) C753, 2016) to ensure that the surface water drainage system
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:58: Flood Risk Assessment (FRA) and Drainage
R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:58:6.1.40 A surface water drainage strategy for the Main Site will be prepared to demonstrate
R-2023-0179-SCP-LLFA.pdf:1:with the Local Planning Authority, details shall be submitted and approved of the surface water drainage
R-2023-0179-SCP-LLFA.pdf:1:the drainage scheme shall include;
R-2023-0179-SCP-LLFA.pdf:1:(iv) Full Micro Drainage design files (mdx files) including a catchment plan
R-2023-0179-SCP-LLFA.pdf:2:Local Planning Authority, details of a Surface Water Drainage Management Plan shall be submitted and
R-2023-0179-SCP-LLFA.pdf:2:(i) The timetable and phasing for construction of the drainage system
R-2023-0179-SCP-LLFA.pdf:2:drainage scheme has been submitted to and approved by the Local planning Authority; the plan shall
R-2023-0179-SCP-LLFA.pdf:2:REASON: To ensure that the surface water drainage Infrastructure is maintained to minimise the risk
R-2023-0179-SCP-SCOPING OPINION DECISION.pdf:5:water drainage scheme and the development shall be completed in accordance with the
R-2023-0179-SCP-SCOPING OPINION DECISION.pdf:5:approved scheme. The design of the drainage scheme shall include;
R-2023-0179-SCP-SCOPING OPINION DECISION.pdf:5:(iv) Full Micro Drainage design files (mdx files) including a catchment plan
R-2023-0179-SCP-SCOPING OPINION DECISION.pdf:6:with the Local Planning Authority, details of a Surface Water Drainage Management Plan shall be
R-2023-0179-SCP-SCOPING OPINION DECISION.pdf:6:(i) The timetable and phasing for construction of the drainage system
R-2023-0179-SCP-SCOPING OPINION DECISION.pdf:6:water drainage scheme has been submitted to and approved by the Local planning Authority; the
R-2023-0179-SCP-Consultee Response - CATS Pipeline(1).pdf:8:outriggers, crossing with vehicles, hand digging or machine digging, ditching, demolition, drainage
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:13: measures to avoid uncontrolled discharges to drains. Site drainage and networks will be
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:26: to damage to drainage Infrastructure and unsightly deposits in watercourses. Slags are also
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:42: impermeable surfaces with covers and suitable drainage to collect and dispose of waters.
R-2020-0819-ESM-Network Rail 819.pdf:1:Drainage
R-2020-0819-ESM-Network Rail 819.pdf:1:We ask that all surface and foul water drainage from the development area be directed away from Network Rail’s
R-2020-0819-ESM-Network Rail 819.pdf:1:retained land and structures into suitable drainage systems, the details of which are to be approved by Network Rail
R-2020-0819-ESM-Network Rail 819.pdf:1:The construction of soakaways for storm or surface water drainage should not take place within 20m of the Network
R-2020-0819-ESM-Network Rail 819.pdf:2:Wayleaves and or easements for underline drainage assets
R-2020-0819-ESM-Network Rail 819.pdf:2:The position of any underline drainage asset shall not be within 5m of drainage assets, sensitive operational
R-2020-0819-ESM-Network Rail 819.pdf:2:Protection of existing railway drainage assets within a clearance area
R-2020-0819-ESM-Network Rail 819.pdf:2:There are likely to be existing railway drainage assets in the vicinity of the proposed works. Please proceed with
R-2020-0819-ESM-Network Rail 819.pdf:2:No connection of drainage shall be made to these assets without Network Rail's prior consent to detailed
R-2020-0819-ESM-Network Rail 819.pdf:2:There must be no interfering with existing drainage assets/systems without Network Rail’s written permission.
R-2020-0819-ESM-Network Rail 819.pdf:2:The developer is asked to ascertain with Network Rail the existence of any existing railway drainage assets or
R-2020-0819-ESM-Network Rail 819.pdf:2:It is expected that the preparation and implementation of a surface water drainage strategy addressing the above
R-2020-0819-ESM-Network Rail 819.pdf:3:method statements/drawings relating to any excavation, drainage, demolition, lighting and building work or any
R-2020-0819-ESM-Network Rail 819.pdf:4:I would advise that in particular the drainage, boundary fencing, Armco barriers, method statements,
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter E - Noise & Vibration - Dec 2020.PDF:14:surface water drainage system, a pumped drainage system, a power supply system and water supply system,
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:9: Water Management and A site-specific Drainage Strategy will inform Drainage Applicant and
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:13: surfaces with covers and suitable drainage to
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:17: Flooding - A detailed Flood Risk Assessment Drainage
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:17: (‘FRA’) and Drainage Impact Impact
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:17: Assessment (‘DIA’) with drainage Assessment,
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:17: A detailed FRA and Drainage Impact Permitting
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:17: Assessment with drainage strategy for foul
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:17: The drainage strategy shall:
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:18: Sustainable Drainage
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:18: of Sustainable Drainage
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:18: with drainage guidance (noted in
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:18: - Ensure that drainage channels
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:23: 15 DIA – Drainage Impact Assessment
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:24: 37 SuDS – Sustainable Drainage Systems
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:4:the water management and drainage assessment for each site for ES chapters,
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:12:change allowance still water level, improving the current drainage, incorporate consideration of climate change and
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:13:STDC Teesworks sites for which we are preparing the water management and drainage chapters for the
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:15: situation but drainage proposals will be determined and included as part of the STDC strategy and further
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:18:the water management and drainage assessment for each site for ES chapters,
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:24:The risk portrayed by your flood map doesn’t seem to reflect the site’s actual SURFACE WATER AND DRAINAGE
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:24:contest our flood zones, you’ll need to submit supporting evidence, such as drainage boards, were established, have permissive powers to manage water
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:24:digital copies of a topographic survey or modelling for quality assurance levels within their drainage districts, so also play a key role in managing surface
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:24:As we have to be certain that the data which informs our flood map is fit-for- Do I need to install sustainable drainage systems?
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:24: Sustainable Drainage Systems (SuDS) should always be carefully considered in
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:25: note that some 'non-mains' foul water drainage systems will require an
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:25:Infiltration drainage must not, however, pose a risk to groundwater quality. All
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:25:mains’ drainage system, such as a package treatment plant?
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:25:your planning submission should outline how you will deal with foul drainage Pollution prevention
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:32:3.3 Surface Water and Drainage Management 31
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:34:DPLBAR Index describing catchment size and drainage path configuration
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:34:DPSBAR FEH index of mean drainage path slope
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:35: assessment of water management and flooding, as well as examining drainage and
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:45: With respect to surface water flood risk mapping and design of drainage systems (including
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:46: • Surface water drainage from the former site,
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:48:16 Email from Nigel Hill, Drainage & Flood Risk Manager of Council flood team, received 30 January 2020
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:50: surface water drainage systems or infiltration into the ground. A value of 70-75%
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:59: opportunity to regrade the ground and provide positive overland flow paths to drainage
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:60: stage of the planning process in relation to the drainage design and this will further identify
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:60:3.3 Surface Water and Drainage Management
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:60: recreational appeal. Considering this principle and the information about the site a drainage
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:60: Blue-green Infrastructure is of importance within the drainage strategy and forms a key
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:60: part of delivering a sustainable eco-industrial park. The preliminary drainage strategy has
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:60: been created by analysing the overland flow paths, drainage catchments, topography and
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:61: increase flood risk; or adversely affect land drainage and work on or near main rivers
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:61: local council or internal drainage board to check if land drainage consent is required.
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter G - Water Management and Flooding - Dec 2020.PDF:62: overland flow paths. The aspiration for the development of a sustainable drainage strategy
R-2020-0819-ESM-Dorman Point - Planning Statement - Dec 2020.pdf:18: Drainage
R-2020-0819-ESM-Dorman Point - Planning Statement - Dec 2020.pdf:18:3.19 All surface water runoff within the site will require sustainable urban drainage system (‘SuDS’)
R-2020-0819-ESM-Dorman Point - Planning Statement - Dec 2020.pdf:19: 5 Drainage and Building Foundation and Construction: the proposed drainage scheme will be
R-2020-0819-ESM-Dorman Point - Planning Statement - Dec 2020.pdf:41: 3 Where the drainage system discharges to a surface water body that can accommodate
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 - Planning Statement - Dec 2020.pdf:41: 4 The drainage system must be designed and constructed so surface water discharged does
R-2020-0819-ESM-Dorman Point - Planning Statement - Dec 2020.pdf:42: 6 Wherever possible, measures to deal with flood risk and drainage should identify
R-2020-0819-ESM-Dorman Point - Planning Statement - Dec 2020.pdf:42: present there are no details available for the water management and drainage design. However a
R-2020-0819-ESM-Dorman Point - Planning Statement - Dec 2020.pdf:42: 2 Drainage proposals and a Drainage Impact Assessment will be included as part of the STDC
R-2020-0819-ESM-Dorman Point - Planning Statement - Dec 2020.pdf:42: 3 The Flood Risk and Surface Water Management Strategy and drainage plan, with the
R-2020-0819-ESM-Dorman Point - Planning Statement - Dec 2020.pdf:42: for the drainage and discharge of surface water to the Tees and possibly including industrial
R-2020-0819-ESM-Dorman Point - Planning Statement - Dec 2020.pdf:42: 7 The water management and drainage design will not include infiltration SuDS such as
R-2020-0819-ESM-Dorman Point - Planning Statement - Dec 2020.pdf:42: soakaways, in order to limit mobilisation of contamination. Drainage channels and/or
R-2020-0819-ESM-Dorman Point - Planning Statement - Dec 2020.pdf:43: in low spots. The aspiration for the development of a sustainable drainage strategy and
R-2020-0819-ESM-Dorman Point - Planning Statement - Dec 2020.pdf:43: opportunities. The aspirations of the forthcoming water management and drainage strategy seek
R-2020-0819-ESM-Dorman Point - Planning Statement - Dec 2020.pdf:43: and any new drainage should be lined or subject to local investigation to minimise infiltration
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter B -Site Description and Scheme Proposals - Dec 2020.PDF:27: Drainage and Watercourses
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter B -Site Description and Scheme Proposals - Dec 2020.PDF:27:B6.21 All surface water runoff within the site will require sustainable urban drainage system (‘SuDS’)
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter B -Site Description and Scheme Proposals - Dec 2020.PDF:30: Drainage
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter B -Site Description and Scheme Proposals - Dec 2020.PDF:30:B7.23 Once detailed drainage strategies are agreed with RCBC and statutory consultees these will
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter B -Site Description and Scheme Proposals - Dec 2020.PDF:35: that run off can be carefully controlled using temporary drainage;
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter B -Site Description and Scheme Proposals - Dec 2020.PDF:46: 45 SuDs Sustainable Urban Drainage Systems
R-2020-0819-ESM-EA R_2020_0819_ESM 16 February 2021 OFFICIAL.pdf:1:site specific drainage strategy. Once further details are known, we will require WFD
R-2020-0819-ESM-EA R_2020_0819_ESM 16 February 2021 OFFICIAL.pdf:3: greater difficulties in providing for drainage connections;
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter L - LVIA - Dec 2020.PDF:9: and off-site drainage improvements)
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:4: risk assessment and sustainable drainage.
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:6: Major developments should incorporate sustainable drainage systems unless
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:6: permeable surfaces and other sustainable drainage systems, removing
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:8: The Land Drainage Act 1991 & This places responsibility for maintaining flows in watercourses on
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:8: • PPG 3 Use and design of oil separators in surface water drainage systems
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:8: • Local and Regional Land Drainage Bylaws;
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:10: 4 Sustainable Drainage Systems (SuDS). 'Major developments should incorporate sustainable
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:10: drainage systems unless there is clear evidence that this would be inappropriate' (para 165)
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:11: ‘residual risk’ which can be managed through mitigation measures such as sustainable drainage
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:11: mitigation of flooding elsewhere are taken”; “prioritising the use of sustainable drainage
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:11: 3 “Where the drainage system discharges to a surface water body that can accommodate
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:11: 4 “The drainage system must be designed and constructed so surface water discharged do not
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:12: 6 “Wherever possible, measures to deal with flood risk and drainage should identify
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:12: Tees Valley Sustainable Drainage Systems Design Guide and Local
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:12: Local Standards for Sustainable Drainage (2017) (Ref 41).
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:12: drainage systems and help manage increased surface water runoff from the proposed
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:12: whole Teesworks area, due in 2021. This will provide a plan for surface water and drainage
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:12: to current water management and drainage as well as aspirations for improvements and
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:13:G2.26 With respect to surface water flood risk mapping and design of drainage systems (including
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:13: and drainage.
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:15: drainage considerations; and
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:15: sewer systems providing drainage from buildings and yards.
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:15: 2 Has responsibility for ensuring effective drainage of local roads in so far as ensuring drains
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:17: elements required for a FRA (see Appendix G2 of the ES) as well as examining drainage and
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:20: drainage ditches and ephemeral ponds
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:24: Redcar and Drainage - proposals will be determined and included as part of the Flood Risk and Surface Water
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:24: the drainage strategy. Consultation shall be undertaken as part of the required assessments (WFD
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:25: the EA guidelines advise contacting the local council or internal drainage board to check if land
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:25: drainage consent is required. Permits are generally required for: any activity within 8 metres of
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:25: 1 As the planning application is submitted in outline, the final site layout and drainage details
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:25: management and flooding and the detailed drainage and Flood Risk and Surface Water
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:25: 2 The Flood Risk and Surface Water Management Strategy and drainage plan, with the
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:25: for the drainage and discharge of surface water to the Tees and possibly including industrial
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:28: drainage. While there are currently sections of the site below 5.03mAOD, according to the
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:38: the site so that run off can be carefully controlled using temporary drainage;
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:41: detailed Flood Risk Assessment and Drainage Impact Assessment as well as WFD Assessment –
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:42:G5.11 In addition, without the management of drainage and surface waterbodies, the potential for
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:43:G5.19 During the operation of the site, there are potential adverse effects on drainage patterns and
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:43: surface water, principally in relation to a change in runoff patterns and drainage associated with
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:44:G5.22 Without collection and discharge of surface water through a new drainage and water
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:44: changing the pathway from through the contaminated ground to the Tees, to via the drainage
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:45: i A detailed FRA and Drainage Impact Assessment (DIA) with drainage strategy (for
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:45: sustainable drainage: Practice Guidance (Ref 41); and
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:45: iv Tees Valley Local Authorities Local Standards for Sustainable Drainage (Ref 53).
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:45: possible in line with drainage guidance (noted in Section 6.4 a) in light of the large
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:45: e Hydraulic modelling shall be required as part of the site-specific design of drainage and
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:46: h New drainage will be designed to current standards with allowances for additional
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:46: i The water management and drainage design will not include infiltration SuDS such as
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:46: soakaways, in order to limit mobilisation of contamination. Drainage channels and/or
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:46:Tees (transitional) Increased risk of Site specific drainage strategy will Implementation of the SWMP for each
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:47:Tees (transitional) Increased runoff to The timing of excavation and Through the FRA, DIA with drainage
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:47:Wife Culvert and the morphology. permeability surfaces . The drainage
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:47:Tees (transitional) Change in water The site is cut and fill neutral so The drainage strategy will include
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:47:Lackenby Channels The drainage strategy will not include
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:48:Tees (transitional) Change in water Placement of oil-water No overall changes to local drainage
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:48:Holme Beck Culvert, in land use or drainage site anticipated. Consultation will be required
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:48:Wife Culvert and the in a deterioration in New drainage will be designed to current
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:48: The drainage strategy will set out how to
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:48: undertaken once the drainage strategy is
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:49: Beneficial changes to The drainage strategy will reduce the
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:51: management protocols that would be adopted such as the drainage strategy. For the low
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:52: estuary runoff Significant. drainage strategy to Beneficial and
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:52: sustainable drainage
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:53: Water quality - Negligible Adverse and Not The drainage strategy will Negligible
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:53: Other Flows - Increased Negligible Adverse – Not The drainage strategy will Negligible
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:54: Mobilisation of Significant drainage strategy to Beneficial –
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:55: of drainage strategy as
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:55: The drainage strategy
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:55: drainage will be designed
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:55: Water Quality - Negligible Adverse and Not The drainage strategy will Negligible
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:56: and the The drainage strategy
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:56: Lackenby drainage will be designed
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:57: new drainage shall be
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:58: to the proposed development but can also provide significant opportunities. The drainage
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:58: proposed SuDS and any new drainage shall be lined or subject to local investigation to minimise
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:60: 9 DPLBAR Index describing catchment size and drainage path configuration
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:60: 10 DPSBAR FEH index of mean drainage path slope
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:60: 11 DIA Drainage Impact Assessment
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:60: 33 SuDs Sustainable Urban Drainage System
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:62: 23 GOV.UK (1991). Land Drainage Act 1991: SI 1991/59. online GOV.UK. Available at:
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:62: 24 GOV.UK (1994). Land Drainage Act 1994. pdf. Available at:
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:63: Sustainable Drainage: Practice Guidance online. Available at:
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:64: Drainage. online Available at: https://www.stockton.gov.uk/media/6235/flooding-
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter D - Biodiversity and Ecology - Dec 2020.PDF:21:that additional drainage from the road enters the Beck at that point through a pipe.
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter D - Biodiversity and Ecology - Dec 2020.PDF:22: (left of the picture). A drainage pipe feeds in from the western side. (Photographed January 2020)
R-2020-0819-ESM-Dorman Point ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:16: ES) as well as examining drainage and hydrogeology. Data gathered for the assessment
R-2020-0819-ESM-Dorman Point ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:17: • A detailed FRA and Drainage Impact Assessment (DIA) with drainage strategy (for both foul
R-2020-0819-ESM-Dorman Point ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:28: from piling, a Drainage Strategy, an extended or new Remediation Strategy, a detailed
R-2020-0819-ESM-Dorman Point ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:28: occupier), a detailed Flood Risk Assessment, Drainage Impact Assessment with drainage
R-2020-0819-ESM-Consultee Response - LLFA.pdf:1:water drainage scheme and will also include a Surface Water Drainage Management Plan including the following;
R-2020-0819-ESM-Consultee Response - LLFA.pdf:1:(i) The timetable and phasing for construction of the drainage system
R-2020-0819-ESM-Consultee Response - LLFA.pdf:1:to drainage details which are often the first works on site and relate to site preparation.
R-2020-0819-ESM-Consultee Response - LLFA.pdf:1:2. The development shall not be occupied until a Management & Maintenance Plan for the surface water drainage
R-2020-0819-ESM-Consultee Response - LLFA.pdf:1:REASON: To ensure that the surface water drainage Infrastructure is maintained to minimise the risk flooding in the
R-2020-0819-ESM-0819 NWA.pdf:1:The developer should develop their surface water drainage solution by working through the Hierarchy
R-2020-0819-ESM-Decision Notice 0819.pdf:4: (i) The timetable and phasing for construction of the drainage system
R-2020-0819-ESM-Decision Notice 0819.pdf:4: installation of the approved surface water or foul drainage Infrastructure.
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:42: using temporary drainage, consideration of adverse weather conditions and localised
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:43: recharge/infiltration from increased hardstanding as well as a change to runoff and drainage
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:43: Floor Level, include the production of a Flood Risk Assessment (‘FRA’) and Drainage Impact
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:43: Assessment (‘DIA’) with drainage strategy, WFD assessment and environmental permits (as
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:43: drainage design shall account for climate change scenarios and shall not include infiltration
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:43: sustainable drainage systems (‘SuDS’) such as soakaways to limit connection to contaminated
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:74: 6 DIA - Drainage Impact Assessment
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:74: 33 SuDS - Sustainable Drainage Systems
R-2020-0819-ESM-ApplicationFormRedacted.pdf:4: Sustainable drainage system
R-2021-0906-CD-TSWK-STDC-LAC-ZZ-DO-PL-0001.pdf:4: area will be collected via a drainage channel and discharged in to holding tanks. A
R-2021-0906-CD-TSWK-STDC-LAC-ZZ-DO-PL-0001.pdf:5: meter and anti-siphon loop for discharge into the site trade effluent drainage network.
R-2021-0906-CD-TSWK-STDC-LAC-ZZ-DO-PL-0001.pdf:10: PROPOSED SURFACE WATER DRAINAGE
R-2021-0906-CD-TSWK-STDC-LAC-ZZ-DO-PL-0001.pdf:10: OUTLET TRADE EFFLUENT DRAINAGE CHANNEL OTHERS (MAX FLOW 5l/s)
R-2021-0906-CD-Agent email.pdf:1: No COSHH items to be used within close proximity to drainage networks.
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:44: using temporary drainage, consideration of adverse weather conditions and localised
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:45: recharge/infiltration from increased hardstanding as well as a change to runoff and drainage
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:45: and Drainage Impact Assessment (‘DIA’) with drainage strategy, WFD assessment and
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:45: phase of development. The drainage design shall account for climate change scenarios and shall
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:45: not include infiltration sustainable drainage systems (‘SuDS’) such as soakaways to limit
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:77: 6 DIA - Drainage Impact Assessment
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:77: 32 SuDS - Sustainable Drainage Systems
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:5: risk assessment and sustainable drainage.
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:7: Major developments should incorporate sustainable drainage systems unless there
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:7: other sustainable drainage systems, removing artificial physical modifications (for
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:8: The Land Drainage Act 1991 & This places responsibility for maintaining flows in watercourses on
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:9: - PPG 3 Use and design of oil separators in surface water drainage systems
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:9: • Local and Regional Land Drainage Bylaws;
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:11: 4 Sustainable Drainage Systems (SuDS). 'Major developments should incorporate
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:11: sustainable drainage systems unless there is clear evidence that this would be
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:12: drainage systems (SuDS)”; “ensuring the full separation of foul and surface water flows”
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:12: 3 “Where the drainage system discharges to a surface water body that can accommodate
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:12: 4 “The drainage system must be designed and constructed so surface water discharged do
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:13: 6 “Wherever possible, measures to deal with flood risk and drainage should identify
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:13: Tees Valley Sustainable Drainage Systems Design Guide and Local
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:13: Local Standards for Sustainable Drainage (2017) (Ref 41).
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:13: drainage systems and help manage increased surface water runoff from the proposed
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:13: whole Teesworks area, due in 2021. This will provide a plan for surface water and drainage
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:13: to current water management and drainage as well as aspirations for improvements and
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:14:G2.27 With respect to surface water flood risk mapping and design of drainage systems (including
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:14: and drainage.
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:16: water drainage considerations; and
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:16: combined sewer systems providing drainage from buildings and yards.
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:16: 2 Has responsibility for ensuring effective drainage of local roads in so far as ensuring
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:18: elements required for an FRA (see Appendix G2 of the ES) as well as examining drainage and
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:21: drainage ditches and ephemeral ponds
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:25: Redcar and Drainage - proposals will be determined and included as part of the Flood Risk and Surface Water
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:25: the drainage strategy. Consultation shall be undertaken as part of the required assessments (WFD
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:26: the EA guidelines advise contacting the local council or internal drainage board to check if land
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:26: drainage consent is required. Permits are generally required for: any activity within 8 metres of
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:26: 1 As the planning application is submitted in outline, the final site layout and drainage
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:26: water management and flooding and the detailed drainage and Flood Risk and Surface
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:26: 2 The Flood Risk and Surface Water Management Strategy and drainage plan, with the
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:26: including for the drainage and discharge of surface water to the Tees and possibly
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:28: with The Fleet: an unnamed drainage channel and The Mill Race watercourse. The catchment
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:30: relation to water management and drainage. While there are currently sections of the site below
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:38: avoidance of works which would change hydrology and drainage.
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:42: into the site so that run off can be carefully controlled using temporary drainage;
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:45: phasing within the site – these will each require a detailed Flood Risk Assessment and Drainage
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:46:G5.11 In addition, without the management of drainage and surface waterbodies, the potential for
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:48:G5.23 During the operation of the site, there are potential adverse effects on drainage patterns and
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:48: surface water, principally in relation to a change in runoff patterns and drainage associated with
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:48:G5.27 Without collection and discharge of surface water through a new drainage and water
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:48: Tees or coast, to via the drainage system to the Tees or coast. Both of these paths are relatively
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:50: i A detailed FRA and Drainage Impact Assessment (DIA) with drainage
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:50:G6.4 In order to inform the drainage strategy, a groundwater monitoring programme shall be
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:50: measures within the drainage strategy which will ensure that the proposed development doesn’t
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:51: standards for sustainable drainage: Practice Guidance; (Ref 41) and
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:51: iv Tees Valley Local Authorities Local Standards for Sustainable Drainage (Ref
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:51: possible in line with drainage guidance (noted in Section 6.4 a) in light of the large
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:51: e Hydraulic modelling shall be undertaken as part of the site-specific design of drainage
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:51: i New drainage will be designed to current standards with allowances for additional
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:51: j The water management and drainage design will not include infiltration SuDS such as
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:51: soakaways, in order to limit mobilisation of contamination. Drainage channels and/or
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:52: m The design, construction and operation of the drainage will be sympathetic to the
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:52:Tees (transitional) WFD Increased risk of Site specific drainage strategy Implementation of the SWMP for each
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:52:Tees (transitional) WFD Increased runoff to The timing of excavation and Through the FRA, DIA with drainage
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:52: morphology. drainage strategy will take account of
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:53:Tees (transitional) WFD Change in water The site is cut and fill neutral so The drainage strategy will include
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:53: Additional mitigation in relation The drainage strategy will not include
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:53:Tees (transitional) WFD Change in water Placement of oil-water No overall changes to local drainage
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:53:Dabholm Cut & Dabholm drainage patterns at required with the LLFA and the EA for
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:54: in a deterioration in New drainage will be designed to
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:54: The drainage strategy will set out how
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:54: undertaken once the drainage strategy
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:55: the groundwater Groundwater Management Plan drainage strategy will reduce the
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:55:Superficial aquifers (Made Groundwater The GWMP will ensure that the The drainage strategy will ensure that
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:55:Coatham Marsh Groundwater The GWMP will ensure that the The drainage strategy will ensure that
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:58: management protocols that would be adopted such as the drainage strategy. For the low
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:59: and Coatham Marshes, and following the implementation of the drainage strategy, the
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:60: estuary Increased Not Significant. Drainage Strategy to reduce Beneficial and
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:60: sustainable drainage during
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:61: Water quality - Negligible Adverse and The drainage strategy will Negligible
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:61: Other Flows - -Fleet and Ash Gill Beck: The drainage strategy will Negligible
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:62: Water Quality - -Fleet and Ash Gill Beck: Implementation of Drainage Negligible
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:63: drainage strategy as far as
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:64: A drainage strategy shall
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:64: change. New drainage will
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:64: Water Quality - Negligible Adverse and The drainage strategy will Negligible
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:65: Gut) The drainage strategy shall
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:65: change. New drainage will
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:65: and any new drainage shall Permanent
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:66: specific drainage, overland
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:67: Superficial Reduced Moderate Adverse and The drainage strategy will Neutral and
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:67: Pollution from Moderate Adverse and The drainage strategy will Moderate
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:68: Coatham Reduced Moderate Adverse and The drainage strategy will Neutral and
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:68: Pollution from Moderate Adverse and The drainage strategy will Moderate
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:68: to the proposed development but can also provide significant opportunities. The drainage
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:68: proposed SuDS and any new drainage shall be lined or subject to local investigation to minimise
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:69: 9 DPLBAR Index describing catchment size and drainage path configuration
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:69: 10 DPSBAR FEH index of mean drainage path slope
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:71: 25 GOV.UK (1991). Land Drainage Act 1991: SI 1991/59. online GOV.UK. Available at:
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:71: 26 GOV.UK (1994). Land Drainage Act 1994. pdf. Available at:
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:72: for Sustainable Drainage: Practice Guidance online. Available at:
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:73: Drainage. online Available at: https://www.stockton.gov.uk/media/6235/flooding-
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:11: drains. Site drainage and networks will be lined with impermeable geomembrane so there is
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:18: rail lines linking to the site. truncates earlier drainage patterns.
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:18: other drainage channels which run
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:19: resulted in the drainage pattern being
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:9: Water Management A site-specific Drainage Strategy will inform Drainage Strategy Applicant and
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:16: Water Management The following documents will be prepared: FRA and Drainage Applicant
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:16: (‘FRA’) and Drainage Impact SWMP and WFD
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:16: Assessment (‘DIA’) with drainage Assessment secured
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:16: A detailed FRA and Drainage Impact
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:16: Assessment with drainage strategy for foul
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:16: The drainage strategy shall:
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:16: Sustainable Drainage
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:17: Drainage
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:17: with drainage guidance (noted in
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:17: - Ensure that drainage channels
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:23: 15 DIA – Drainage Impact Assessment
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:24: 36 SuDS – Sustainable Drainage Systems
R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:16: ES) as well as examining drainage and hydrogeology. Data gathered for the assessment
R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:18: • A detailed FRA and Drainage Impact Assessment (DIA) with drainage strategy (for both foul
R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:18: modelling to inform drainage design and overland and exceedance flow paths; finished floor
R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:18: infiltration SuDS; WFD Assessment and a design, construction and operation of drainage that is
R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:29: from piling, a Drainage Strategy, a Construction Phase Groundwater Management Plan, a
R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:29: occupier), a detailed Flood Risk Assessment, Drainage Impact Assessment with drainage
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter K - Below Ground Heritage - Dec 2020(1).PDF:18:K4.17 The Mill Race (HER 5716) is a drainage channel shown on 19th century maps, wriggling its way
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter K - Below Ground Heritage - Dec 2020(1).PDF:19: land to the south is marshland cut by numerous creeks and drainage channels. Marsh House is
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter L - LVIA - Dec 2020.PDF:9: and off-site drainage improvements)
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter B - Site and Scheme Description - Dec 2020.PDF:25: Drainage and Water Courses
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter B - Site and Scheme Description - Dec 2020.PDF:25:B6.20 All surface water runoff within the site will require sustainable urban drainage system (‘SuDS’)
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter B - Site and Scheme Description - Dec 2020.PDF:29: Drainage
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter B - Site and Scheme Description - Dec 2020.PDF:29:B7.25 Once detailed drainage strategies are agreed with RCBC and statutory consultees these will
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter B - Site and Scheme Description - Dec 2020.PDF:34: that run off can be carefully controlled using temporary drainage;
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter B - Site and Scheme Description - Dec 2020.PDF:44: 40 SuDs Sustainable Urban Drainage Systems
R-2020-0822-ESM-Consultee Response - LLFA.pdf:1:water drainage scheme and will also include a Surface Water Drainage Management Plan including the following;
R-2020-0822-ESM-Consultee Response - LLFA.pdf:1:(i) The timetable and phasing for construction of the drainage system
R-2020-0822-ESM-Consultee Response - LLFA.pdf:1:to drainage details which are often the first works on site and relate to site preparation.
R-2020-0822-ESM-Consultee Response - LLFA.pdf:1:2. The development shall not be occupied until a Management & Maintenance Plan for the surface water drainage
R-2020-0822-ESM-Consultee Response - LLFA.pdf:1:REASON: To ensure that the surface water drainage Infrastructure is maintained to minimise the risk flooding in the
R-2020-0822-ESM-ApplicationFormRedacted.pdf:4: Sustainable drainage system
R-2020-0822-ESM-Long Acres ES - Vol 3 - Chapter E - Noise & Vibration - Dec 2020.PDF:14:surface water drainage system, a pumped drainage system, a power supply system and water supply system,
R-2020-0465-FFM-Officer report _R20200465FFM.pdf:4:Drainage Strategy.
R-2020-0465-FFM-LLFA.pdf:1:Drainage Strategy.
R-2020-0465-FFM-Metals Recovery Site HRA_Issue.PDF:16:• Exclusion of the upper reaches of the Lackenby Channel (Drainage Cut),
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:6: drainage for a wider industrial area, establishing a true causal relationship between site derived
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:26: sub-surface drainage systems.
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: feature is present in the south west Given the previous development of the area, the surface water drainage
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:32: is likely to be highly modified, and there are culverted surface waters and below ground drainage present
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:43: Surface water drainage from buildings discharged to the storm water system to Knitting Wife Beck
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:70: Infrastructure including tramways, and previous drainage was truncated. The Coatham Iron Works was
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:70: area possibly related to the annotated ‘Marsh Hills and ancient salt hills’. A series of drainage channels
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:74: amendment to the surface water drainage channels. Redevelopment included water coolers and a water
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:74: the area, the drainage pattern has been amended. This includes ‘The Mill Race’ that flows in a northerly
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:84: crossed by drainage channels, and comprised marsh and ancient salt hills at that time. The former
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:104: The installation of positive drainage and a
R-2020-0465-FFM-MRA Application Form Rev.pdf:5:connect to the existing drainage system? Yes 9 No watercourse (e.g. river, stream or beck)? 9 Yes No
R-2020-0465-FFM-MRA Application Form Rev.pdf:5: Sustainable drainage system 9 Existing watercourse
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:27:The Wood “Flood Risk Assessment and Drainage Strategy Flood Risk Assessment and Drainage Strategy”
R-2023-0227-CD-Decision Notice_R20190767OOM(4).pdf:4: installation of the approved foul water drainage Infrastructure.
R-2023-0227-CD-Decision Notice_R20190767OOM(4).pdf:4: submitted and approved of the surface water drainage scheme and the
R-2023-0227-CD-Decision Notice_R20190767OOM(4).pdf:4: The design of the drainage scheme shall include;
R-2023-0227-CD-Decision Notice_R20190767OOM(4).pdf:4: (iii) Full Micro Drainage design files (mdx files) including a catchment plan
R-2023-0227-CD-Decision Notice_R20190767OOM(4).pdf:5: installation of the approved surface water drainage Infrastructure.
R-2023-0227-CD-Decision Notice_R20190767OOM(4).pdf:5: Water Drainage Management Plan shall be submitted and approved by the
R-2023-0227-CD-Decision Notice_R20190767OOM(4).pdf:5: (i) The timetable and phasing for construction of the drainage system
R-2023-0227-CD-Decision Notice_R20190767OOM(4).pdf:5: installation of the approved surface water drainage Infrastructure.
R-2023-0227-CD-Decision Notice_R20190767OOM(4).pdf:5: Plan for the surface water drainage scheme has been submitted to and
R-2023-0227-CD-Decision Notice_R20190767OOM(4).pdf:5: REASON: To ensure that the surface water drainage Infrastructure is
R-2023-0227-CD-Decision Notice_R20190767OOM(4).pdf:7: Drainage
R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf:9: ecological enhancement and a sustainable urban drainage system.
R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf:43:8.5 A more detailed description of the surface water drainage arrangements for
R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf:43: the ERF site and flood risk is included within the Surface Water Drainage
R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf:43:8.6 The implementation of the surface water drainage strategy is considered to
R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf:43: during construction the approved surface water drainage strategy must be
171019South-Tees-Master-Plan-19-Nov-17.pdf:3:03.05 Early Investor Interest 07.04 South Industrial Zone Illustrative Plan 11.09 Stormwater Drainage
171019South-Tees-Master-Plan-19-Nov-17.pdf:40:Highway drainage is non-existent and several stretches to be re-opened. There is no centrally-located access to
171019South-Tees-Master-Plan-19-Nov-17.pdf:45:2.09.1 ELECTRICITY 2.09.2 INDUSTRIAL PIPELINES 2.09.3 WATER, DRAINAGE AND WASTE WATER
171019South-Tees-Master-Plan-19-Nov-17.pdf:45:275Kv system at Redcar, and from the underground a large network of critical industrial utility Infrastructure, Complex before heading north along the Sembcorp water drainage, and industrial water culverts.
171019South-Tees-Master-Plan-19-Nov-17.pdf:45: Wilton to Seal Sands and the wider area. At Redcar it SURFACE WATER AND FOUL DRAINAGE
171019South-Tees-Master-Plan-19-Nov-17.pdf:45:cross Tees Dock Road and the TATA steel Grangetown positive drainage systems in place and simply rely upon
171019South-Tees-Master-Plan-19-Nov-17.pdf:45:development exclusion zones around them which need drainage at the Redcar Complex is directed to package
171019South-Tees-Master-Plan-19-Nov-17.pdf:45: blanket to prevent ignition. The heavy fuel oil line has will consider Sustainable Drainage techniques that could
171019South-Tees-Master-Plan-19-Nov-17.pdf:50:to allow development of the various industries. The The Fleet - Culvert No.2 Lackenby Channel drainage cut The Fleet
171019South-Tees-Master-Plan-19-Nov-17.pdf:152:11.09 Stormwater Drainage 11.10 Water Supply and Transmissions 11.11 Wastewater and Industrial Effluent
171019South-Tees-Master-Plan-19-Nov-17.pdf:152:to existing primary drainage networks in the area and the needs of the STDC area when fully redeveloped.
171019South-Tees-Master-Plan-19-Nov-17.pdf:152:an underground piped network with drainage control a comprehensive water balance assessment will be
171019South-Tees-Master-Plan-19-Nov-17.pdf:152:into the river and surrounding primary drainage networks quality classification that will feature in the operation
171019South-Tees-Master-Plan-19-Nov-17.pdf:152:the site-wide primary drainage system. Open lagoons for Fundamentally, the water supply system plan will deliver a plan for the development to optimise the recycling
171019South-Tees-Master-Plan-19-Nov-17.pdf:152:drainage attenuation may be considered where feasible. fully-integrated strategy for addressing the wide spectrum and re-use of water, particularly for industrial needs.
171019South-Tees-Master-Plan-19-Nov-17.pdf:152:An area-wide stormwater drainage strategy will be
171019South-Tees-Master-Plan-19-Nov-17.pdf:152:proposals. This will ensure that more localised drainage