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EN010103-002386-Environment Agency - Comments on any other information submitted at Deadline 10.pdf:2:inform the pile risk assessment. We also advised that we would be willing to
EN010103-002421-NZT DCO 9.42 - Comments on D9 Submissions & Additional Submissions - Oct 2022 (D11).pdf:52: The results of the assessment will be compiled as a Geoarchaeological Assessment
EN010103-002421-NZT DCO 9.42 - Comments on D9 Submissions & Additional Submissions - Oct 2022 (D11).pdf:59: compiled using national guidelines, which conform to all relevant Health and Safety
EN010103-002421-NZT DCO 9.42 - Comments on D9 Submissions & Additional Submissions - Oct 2022 (D11).pdf:59: Safety Plan compiled by the Archaeological Contractor will address undertaking
EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:35: confirmed that bored piling is recommended for installing all piles.
EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:44: by pile driving construction for offshore windfarms (Brandt, 2011). The construction
EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:56:6.1.8 For decommissioning, it is likely that installed piles will be cut off below the surface
EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:72: UXOs (as reported by Tougaard et al., 2013, for large diameter monopiles19) is 26 km
EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:86: porpoises to pile driving at the Horns Rev II offshore wind farm in the Danish
EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:91: of potential broad-scale impacts on harbour porpoise from proposed pile
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:91:used if required to drive a pile to its design depth and where the undertaker has established
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:91:procedures must be used to ensure incremental increase in pile power over a set time period until
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:104:used if required to drive a pile to its design depth and where the undertaker has established
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:104:procedures must be used to ensure incremental increase in pile power over a set time period until
EN010103-001076-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 3 EC1_C.pdf:8: Information supplied from a joint dataset compiled by The British Geological Survey and Public Health England.
EN010103-001772-NZT DCO 9.8 - Appendix GEN.1.41c - STDC Constitution - June 2022.pdf:63: d) Making arrangements for lists of background papers to reports to be compiled, and for
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:35: piles.
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:46: generated by pile driving construction for offshore windfarms (Brandt, 2011). The
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:59:6.1.8 For decommissioning, it is likely that installed piles will be cut off below the surface
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:74: UXOs (as reported by Tougaard et al., 2013, for large diameter monopiles18) is 26 km
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:86: porpoises to pile driving at the Horns Rev II offshore wind farm in the Danish
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:91: of potential broad-scale impacts on harbour porpoise from proposed pile
EN010103-002461-DLA Piper UK LLP - Other- Protective provisions position statement requested by ExA 20.pdf:6: wind turbine generators and meteorological stations include monopole with steel monopile
EN010103-002461-DLA Piper UK LLP - Other- Protective provisions position statement requested by ExA 20.pdf:6: footing, monopole with concrete monopile footing and monopole with a single suction-
EN010103-002461-DLA Piper UK LLP - Other- Protective provisions position statement requested by ExA 20.pdf:6: include multi-legs with driven piles, drilled piles, screw piles, suction buckets and jack-up
EN010103-002461-DLA Piper UK LLP - Other- Protective provisions position statement requested by ExA 20.pdf:6: using driven piles, suction buckets or screw piles) and offshore platform jack-up foundations);
EN010103-001117-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 4.pdf:6:become vegetated. Rubble piles offer potential reptile refuges.
EN010103-001117-NZT DCO 6.4.20 ES Vol III Appendix 12C Preliminary Ecological Appraisal Part 4.pdf:10:Area of unvegetated bare ground previously used to store coal stockpiles for the
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:220: independently compiled, points to a capacity gap which at both the upper and lower ranges of
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:223: independently compiled, points to a capacity gap which at both the upper and lower ranges of
EN010103-001853-8.3 - STDC SoCG (Clean) - June 2022(D3).pdf:51: arisings; would be temporarily stockpiled within the Order duration of storage of arisings from the tunnel Not Yet
EN010103-001853-8.3 - STDC SoCG (Clean) - June 2022(D3).pdf:51: stockpiled on site and for how long. development.
EN010103-001853-8.3 - STDC SoCG (Clean) - June 2022(D3).pdf:51: stockpiles will consequentially be small. quantification or details of the amount, location,
EN010103-001853-8.3 - STDC SoCG (Clean) - June 2022(D3).pdf:51: and duration of stockpiled material and its
EN010103-002069-NZT DCO 8.5 - Environment Agency SoCG (Tracked) August 2-22 (D6).pdf:21: The Parties agree that controls on the method of piled
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:28: water bodies, has been compiled. This is shown in Table 9C-56, and
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:71: • Creation of new linkages (e.g. pile foundation construction through
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:71: existing Made Ground into underlying natural soils or bedrock, pile
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:72: water runoff from earth stockpiles, dewatering of excavations (surface and
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:75: lagoons, tanks, seeding / covering of earth stockpiles, earth bunds, straw
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:75: is not possible, and it is to be stockpiled for longer than a two-week period,
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:75: promote vegetation growth. In all situations, runoff from the stockpile will
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:85: sounds relating to drilling of pin piles for installation of the outfall head, rock
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:172:The bathymetry data for the model has been compiled from a number of sources: PD Teesport Redcar
EN010103-001586-NZT DCO 8.4 - MMO SoCG - May 2022.pdf:18:mitigation for piling percussive/impact piling might be necessary to drive the pile to
EN010103-002630-NZT DCO 3.3 - Funding Statement - Appendix 6 - NG - Nov 2022 (D13).pdf:118:The CEO completed a self-evaluation which was shared with members of the Board for their comments. The Chair compiled these comments, and
EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf:137: Buckeye Products Pileline LP 14.66 % E United States United States
EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf:179: Survey, which compiles the views and suggestions for improvement of
EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf:289: compiled after internal analysis to assess the facts and to determine the
EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf:302: supplies and compiled a new Cobalt Reporting Template (CRT) for Saft’s
EN010103-001604-NZT DCO 9.4 - APPENDIX 5 LATEST AUDITED ACCOUNTS – TOTAL GAS & POWER CHARTERING LIMITED.pdf:391: TABLE COMPILED IN ACCORDANCE WITH ARTICLE L. 225-37-4, 3° OF THE FRENCH COMMERCIAL CODE SUMMARIZING
EN010103-001652-Climate Emergency Policy and Planning - Written Representations.pdf:215:consider when beginning to compile a Baseline scenario.
EN010103-001652-Climate Emergency Policy and Planning - Written Representations.pdf:262:the Developer’s assessment and compile the information gathered through the consultations, but must
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:9:EIA Scoping connections number of piled foundations. constructed. See
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:29: the works. This may include foundation construction (e.g. piles and shallow
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:35: Creation of new Source-Pathway-Receptor linkages (e.g. pile foundation
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:35: or bedrock, pile foundation construction or excavation through an existing
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:36: Creation of new potential contaminant linkages, e.g. pile foundation
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:36: or bedrock or pile foundation construction / excavation through an
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:39: detailed in Piling Method statements. Piled foundations will be designed
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:39: to construction of cased bored piled foundations to remove potential
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:40: Stockpiled excavation material will be kept to a minimum as far as is
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:40: surface water entering or leaving the stockpile area;
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:40: All areas of stockpiled material may be reseeded or otherwise covered
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:45: Piled foundations will be designed
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:46:Construction Soils Low Excavation Minor Soils to be stockpiled and re-used Slight P
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:47: piling method statements. Piled
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:47: piled foundations to remove
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:48: piling method statements. Piled
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:49: piled foundations to remove
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:50: Secondary Aquifer Pile mitigation measures as above.
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:50: – Undifferentiated Pile mitigation measures as above.
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:53: Principal Aquifer / removal of pile caps, accidental
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:54: Secondary Aquifer caused by removal of pile caps,
EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf:45:The bathymetry data for the model has been compiled from a number of sources: PD Teesport
EN010103-002248-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper - Sept 2022(D8).pdf:123:The bathymetric data for the model grid construction has been compiled from the following sources:
EN010103-001587-NZT DCO 8.5 - Environment Agency SoCG - May 2022.pdf:20: The Parties agree that controls on the method of piled
EN010103-002460-DLA Piper UK LLP - Other- Protective provisions position statement requested by ExA 19.pdf:52:wind turbine generators and meteorological stations include: monopole with steel monopile
EN010103-002460-DLA Piper UK LLP - Other- Protective provisions position statement requested by ExA 19.pdf:52:footing, monopole with concrete monopile footing, and monopole with a single suction-
EN010103-002460-DLA Piper UK LLP - Other- Protective provisions position statement requested by ExA 19.pdf:52:stations include multilegs with driven piles, drilled piles, screw piles, suction buckets, and/or
EN010103-002460-DLA Piper UK LLP - Other- Protective provisions position statement requested by ExA 19.pdf:52:(potentially using driven piles, suction buckets and/or screw piles) and offshore platform jack
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:9: stockpiled within the Site boundary before either beneficial re-use on site for
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:9: outlined in Table 5A-3 below. Spoil will be stockpiled in areas at low risk of
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:9: the laydown area at Seal Sands. The size of the stockpile(s) will be minimised
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:9: materials for re-use, treatment and/or disposal. Stockpile heights will
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:9: watercourses, and the stockpiles will be visually monitored for wash away
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:11: Stockpiles and mounds will be kept away from sensitive receptors,
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:12: Materials stockpiles likely to generate dust will be enclosed or
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:15: and it is to be stockpiled for longer than a two-week period, the
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:15: from the stockpile will be prevented from draining to a watercourse
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:17: Exposed ground and stockpiles would be protected as appropriate
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:19: sheet-pile or a diaphragm wall;
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:61: being stockpiled, which can increase the risk of damage and subsequent
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:64: Project will be stockpiled on-site and reused within the Project.
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:65:A.7.15 The PC will store excavated soils and earthworks materials on-site in stockpiles
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:9: stockpiled within the Site boundary before either beneficial re-use on site for
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:9: outlined in Table 5A-3 below. Spoil will be stockpiled in areas at low risk of
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:9: the laydown area at Seal Sands. The size of the stockpile(s) will be minimised
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:9: removal. Stockpile heights will therefore be low and there is sufficient area
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:9: watercourses, and the stockpiles will be visually monitored for wash away
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:11: • Stockpiles and mounds will be kept away from sensitive receptors,
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:12: • Materials stockpiles likely to generate dust will be enclosed or
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:15: and it is to be stockpiled for longer than a two-week period, the
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:15: from the stockpile will be prevented from draining to a watercourse
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:17: • Exposed ground and stockpiles would be protected as appropriate
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:20: excavation could be enclosed with either sheet-pile or a diaphragm
EN010103-001086-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 13 EC2_E.pdf:8: Information supplied from a joint dataset compiled by The British Geological Survey and Public Health England.
EN010103-000904-NZT DCO 6.2.20 ES Vol I Chapter 20 Socio-economics.pdf:25: piling (drilled ‘pin piles’) for the outfall head;
EN010103-001085-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 12 EC2_D.pdf:8: Information supplied from a joint dataset compiled by The British Geological Survey and Public Health England.
EN010103-001239-South Tees Development Corporation - Relevant Representation to NZT DCO - 17.12.21.pdf:19: almost 50,000m3 of spoil could be created. The stated intention is to stockpile the material on
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:26: water bodies, has been compiled. This is shown in Table 9C-5, and
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:62: • Creation of new linkages (e.g. pile foundation construction through
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:62: existing Made Ground into underlying natural soils or bedrock, pile
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:62: water runoff from earth stockpiles, dewatering of excavations (surface and
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:66: lagoons, tanks, seeding / covering of earth stockpiles, earth bunds, straw
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:66: is not possible, and it is to be stockpiled for longer than a two-week
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:66: to promote vegetation growth. In all situations, runoff from the stockpile
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:74: sounds relating to drilling of pin piles for installation of the outfall head, rock
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:5: information compiled on the likely significant
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:193: The Proposed Development will provide clean and there will be no use of driven piles during Chapter 13: Aquatic
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:223: “information … which (a) has been compiled by the applicant; and (b) is reasonably
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:542:6. Information so far compiled about the Project’s environmental impacts is contained in a Preliminary
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:546:6. Information so far compiled about the Project’s environmental impacts is contained in a Preliminary
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:638:operations. I am aware that when Able UK piled the Seaton Port/TERCC site at Graythorp, Redcar
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:837:6. Information so far compiled about the Project’s environmental impacts is contained in a Preliminary
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:847:6. Information so far compiled about the Project’s environmental
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:848: The Order will come into operation on Thursday 9th July 2020 and 6. Information so far compiled about the Project’s environmental impacts is contained in a Preliminary
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:849:Schedule 1 - Temporary Road Closure 6. Information so far compiled about the Project’s environmental impacts is contained in a
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:851: 6. Information so far compiled about the Project’s environmental impacts is contained in a Preliminary Environmental Information (‘PEI’) Report and summarised in a Non-Technical Summary.
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:890:6. Information so far compiled about the Project’s environmental impacts is contained in a Preliminary
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:1047:6. Information so far compiled about the Project’s environmental impacts is contained in a Preliminary
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:1050:6. Information so far compiled about the Project’s environmental impacts is contained in a Preliminary
EN010103-002238-NZT DCO 8.5 - SoCG - Environment Agency September (Tracked) 2022 (D8).pdf:20: The Parties agree that controls on the method of piled
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:7: of the Proposed Development. It is anticipated that bored piles to rock head
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:10: width allows topsoil and spoil to be excavated and stockpiled adjacent to the
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:21: stockpiled within the Site boundary before either beneficial re-use on site for
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:21:5.3.74 Spoil will be stockpiled in areas at low risk of flooding (Flood Zone 1) within
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:21: The size of the stockpile(s) will be minimised where possible by excavation
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:21: treatment and/or disposal. Stockpile heights will therefore be low and there is
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:22: watercourses, and the stockpiles will be visually monitored for wash away
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:23: stockpiles will be visually monitored for wash away during and after periods of prolonged
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:23: possible to stockpile or re-use the material on-site, it will be removed by road for re-use or, as
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:24: construction materials will be stockpiled outside of the 1 in 100 year floodplain
EN010103-002406-NZT DCO - 9.34 Updated List of Developments - Oct 2022 (D11) (Tracked).pdf:29: TEES DOCK ROAD AREA, INSTALLATION OF SPRINKLER TANK monopile facility linked to ID 73, ID that that all trips associated associated with ID 73 which
EN010103-002286-NZT DCO 8.3 - STDC SoCG (Tracked) - Sept 2022(D8).pdf:55: arisings; would be temporarily stockpiled within the Order duration of storage of arisings from the tunnel
EN010103-002286-NZT DCO 8.3 - STDC SoCG (Tracked) - Sept 2022(D8).pdf:55: stockpiled on site and for how long. development. Following the applicants response,
EN010103-002286-NZT DCO 8.3 - STDC SoCG (Tracked) - Sept 2022(D8).pdf:55: stockpiles will consequentially be small
EN010103-000908-NZT DCO 6.2.16 ES Vol I Chapter 16 Traffic and Transportation.pdf:41: compiled and it is estimated that there would be circa 1 HGV per day
EN010103-001683-Marine Management Organisation - Responses to the ExA’s ExQ1.pdf:9: v) Where have the visual effects of stockpiles been accounted for?
EN010103-001683-Marine Management Organisation - Responses to the ExA’s ExQ1.pdf:27: Can the Applicants outline the construction activities, such as use of HDD and pin piles which
EN010103-002285-NZT DCO 8.3 - STDC SoCG (Clean) - Sept 2022(D8).pdf:54: arisings; would be temporarily stockpiled within the Order duration of storage of arisings from the tunnel
EN010103-002285-NZT DCO 8.3 - STDC SoCG (Clean) - Sept 2022(D8).pdf:54: stockpiled on site and for how long. development. Following the applicants response,
EN010103-002285-NZT DCO 8.3 - STDC SoCG (Clean) - Sept 2022(D8).pdf:54: stockpiles will consequentially be small
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:19: stockpiled for longer than a two-week period, the
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:19: runoff from the stockpile will be prevented from
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:31: rotary bored piled foundations to remove potential
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:33:ES Chapter 10 - Geology, Hydrogeology and Excavated soils will be stockpiled and re-used within 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:62:Assessment stockpiles would be protected as appropriate and 16: Construction Environmental Management Plan
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:56:The bathymetry data for the model has been compiled from a number of sources: PD Teesport
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:134:The bathymetric data for the model grid construction has been compiled from the following sources:
EN010103-002321-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper (Tracked) Oct 2022 (D9).pdf:209:The bathymetry data for the model has been compiled from a number of sources: PD Teesport Redcar
EN010103-001715-South Tees Development Corporation - Responses to comments on Relevant Representations.pdf:48: the potential requirements for the management of spoil resulting stockpiled within the Order Limits pending re-use or the stockpiling of tunnel arisings.
EN010103-001715-South Tees Development Corporation - Responses to comments on Relevant Representations.pdf:48: could be created. The stated intention is to stockpile the material will determine how much is required to be stockpiled on site
EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:90:used if required to drive a pile to its design depth and where the undertaker has established
EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:90:procedures must be used to ensure incremental increase in pile power over a set time period until
EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:101:used if required to drive a pile to its design depth and where the undertaker has established
EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:101:procedures must be used to ensure incremental increase in pile power over a set time period until
EN010103-002237-NZT DCO 8.5 - SoCG - Environment Agency September (Clean) 2022 (D8).pdf:19: The Parties agree that controls on the method of piled
EN010103-002412-NZT DCO 4.18 - Endurance Store Protective Provisions Plan - Oct 2022 (D11).pdf:1: Map was compiled from various data sources and its accuracy can
EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf:64: commitments would be secured the commitment. The Commitments Register serves only to compile each of these commitments for ease of reference
EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf:82: be added to Figure 4 of the (1) The undertaker must not undertake pile driving or UXO detonations during the herring spawning period.
EN010103-002510-NZT DCO 8.3 - STDC SoCG (Clean) - Nov 2022 (D12).pdf:56: arisings; would be temporarily stockpiled within the Order duration of storage of arisings from the tunnel
EN010103-002510-NZT DCO 8.3 - STDC SoCG (Clean) - Nov 2022 (D12).pdf:56: stockpiled on site and for how long. development. Following the applicants response,
EN010103-002510-NZT DCO 8.3 - STDC SoCG (Clean) - Nov 2022 (D12).pdf:56: stockpiles will consequentially be small
EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:34: piles.
EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:43: by pile driving construction for offshore windfarms (Brandt, 2011). The construction
EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:56:6.1.8 For decommissioning, it is likely that installed piles will be cut off below the surface
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:31: connections location, depth and number of piled foundations.
EN010103-001913-NZT DCO 9.18 - Further information to Historic Environment Questions July 2022 (D4).pdf:28: The results of the assessment will be compiled as a Geoarchaeological
EN010103-001913-NZT DCO 9.18 - Further information to Historic Environment Questions July 2022 (D4).pdf:35: policies compiled using national guidelines, which conform to all relevant
EN010103-001913-NZT DCO 9.18 - Further information to Historic Environment Questions July 2022 (D4).pdf:35: Health and Safety Plan compiled by the Archaeological Contractor will
EN010103-001024-NZT DCO 6.4.9 ES Vol III Appendix 9A Flood Risk Assessment Part 1.pdf:79:• Please provide copies of any WFD investigation reports that have been compiled for the Tees
EN010103-001575-NZT DCO 9.2 - Written Summary ISH1 - May 2022.pdf:214: inventory the WHC compiles and publishes a list of those properties which “it considers as having outstanding universal
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:98:only used if required to drive a pile to its design depth and where the relevant undertaker has
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:98: (a) soft-start procedures must be used to ensure incremental increase in pile power over a set
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:100: 32.—(1) Only when driven or part-driven pile foundations or detonation of explosives are
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:100: location, start and end date of impact pile driving / detonation of explosives to satisfy the
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:100: (b) within 12 weeks of completion of impact pile driving / detonation of explosives,
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:100: information on the locations and dates of impact pile driving / detonation of explosives to
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:111:used if required to drive a pile to its design depth and where the relevant undertaker has
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:111: (a) soft-start procedures must be used to ensure incremental increase in pile power over a set
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:114: 32.—(1) Only when driven or part-driven pile foundations or detonation of explosives are
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:114: location, start and end dates of impact pile driving / detonation of explosives to satisfy the
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:114: (b) within 12 weeks of completion of impact pile driving / detonation of explosives,
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:114: information on the locations and dates of impact pile driving / detonation of explosives to
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:240:documents comprised within the approved design package and shall compile and maintain a
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:241:the documents comprising any approved change request and compile and maintain a register of the
EN010103-001088-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 15 EC2_G.pdf:8: Information supplied from a joint dataset compiled by The British Geological Survey and Public Health England.
EN010103-002235-NZT DCO 8.4 - MMO SoCG (Clean) - Sept 2022(D8).pdf:18: mitigation for piling percussive/impact piling might be necessary to drive the pile to
EN010103-002320-NZT DCO 9.34 - Updated List of Developments (Tacked) Oct 2022 (D9).pdf:29: TEES DOCK ROAD AREA, INSTALLATION OF SPRINKLER TANK monopile facility linked to ID 73, ID that that all trips associated associated with ID 73 which
EN010103-002240-NZT DCO 8.6 - Natural England SoCG (Tracked) - Sept 2022(D8).pdf:14: installation of bored piles at the PCC Site.
EN010103-000889-NZT DCO 6.4.28 ES Vol III Appendix 13A Aquatic Ecology Supplementary Desk Study and Field Survey Report.pdf:3: carried out by AECOM. The findings are compiled as a PEA report (see
EN010103-001089-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 16 EC2_H.pdf:8: Information supplied from a joint dataset compiled by The British Geological Survey and Public Health England.
EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:35: confirmed that bored piling is recommended for installing all piles.
EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:44: by pile driving construction for offshore windfarms (Brandt, 2011). The construction
EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:56:6.1.8 For decommissioning, it is likely that installed piles will be cut off below the surface
EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:70: UXOs (as reported by Tougaard et al., 2013, for large diameter monopiles18) is 26 km
EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:82: porpoises to pile driving at the Horns Rev II offshore wind farm in the Danish
EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:87: of potential broad-scale impacts on harbour porpoise from proposed pile
EN010103-002319-NZT DCO 9.34 - Updated List of Developments (Clean) Oct 2022 (D9).pdf:29: TEES DOCK ROAD AREA, INSTALLATION OF SPRINKLER TANK monopile facility linked to ID 73, ID that that all trips associated associated with ID 73 which
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8:CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8:FILE : 60657467 Summary circular concrete 0.6 m pile
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8:SUBTITLE: 600mm dia. concrete Bored piles 2m rock socket Top Stress 21.50 N/mm2
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8:Pile cut off level 6.98 mOD
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8:Pile Toe Level -18.82 mOD
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8:Pile Type: circular
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8:Installation Method: bored Layer Pile Bulk Friction Cohesion Interface Preload Artesian Material Description Limiting Ko OC Values
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8:Unit Weight Water: 9.81 kN/m3 Top Soil Pile Calculation Maximum
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8:Pile Diameter: 0.600 m (m) (Mg/m3) (deg) (kPa) (kPa) Type Type Reference Value
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8:Pile Base Area: 0.2827 sq.m 3 7.20 1.900 34.00 0.00 1.00 50.00 1.00 soil d3 Made Ground - Gravel soil driven soildriven 1.50
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8:Volume pile material 7.2948 m3 6 10.20 1.900 30.00 0.00 1.00 50.00 1.00 soil c2 Tidal Flats - Sand
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8:Pile Modulus 3.5000E+07 (kPa) 8 17.80 2.020 28.00 0.00 1.00 350.00 1.00 soil b3 Lacustrine Deposits - Laminated Clay
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8:Pile material section area 0.28274 sq.m 10 23.80 2.230 0.00 1500.00 1.00 600.00 1.00 rock a3 Redcar Mudstone Formation
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: Depth below Soil/ Bulk Total Artesian Water Effective Cohesion Friction Interface Preload OCR K nc Kp Compr Compr Ko OC K Beta UCS Nq* Skin Shaft Toe Toe Axial plus less Force Stress Allowable Pile Pile
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:8: 6.98 Rock Density Stress Gradient Stress Stress Angle Factor Stress value Strength Strength Factor alpha Factor Friction Capacity Bearing Capacity Capacity Drag Skin in Pile Stress Compr. Compr
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:9: circular concrete 0.6 m pile
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:9: 600mm dia. concrete Bored piles 2m rock 60657467
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:9: CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:10: circular concrete 0.6 m pile
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:10: 600mm dia. concrete Bored piles 2m rock 60657467
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:10: CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD DATE:-
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:11: circular concrete 0.6 m pile
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:11: 600mm dia. concrete Bored piles 2m rock
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:11: CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:12: circular concrete 0.6 m pile
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:12: 600mm dia. concrete Bored piles 2m rock REPORT No:-
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:12: CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:12: Ultimate Axial Pile Capacity 02-Nov-21
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13:CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13:FILE : 60657467 Summary circular concrete 0.75 m pile
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13:SUBTITLE: 750mm dia. concrete Bored piles 2m rock socket Top Stress 19.00 N/mm2
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13:Pile cut off level 6.98 mOD
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13:Pile Toe Level -18.82 mOD
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13:Pile Type: circular
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13:Installation Method: bored Layer Pile Bulk Friction Cohesion Interface Preload Artesian Material Description Limiting Ko OC Values
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13:Unit Weight Water: 9.81 kN/m3 Top Soil Pile Calculation Maximum
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13:Pile Diameter: 0.750 m (m) (Mg/m3) (deg) (kPa) (kPa) Type Type Reference Value
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13:Pile Base Area: 0.4418 sq.m 3 7.20 1.900 34.00 0.00 1.00 50.00 1.00 soil d3 Made Ground - Gravel soil driven soildriven 1.50
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13:Volume pile material 11.3981 m3 6 10.20 1.900 30.00 0.00 1.00 50.00 1.00 soil c2 Tidal Flats - Sand
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13:Pile Modulus 3.5000E+07 (kPa) 8 17.80 2.020 28.00 0.00 1.00 350.00 1.00 soil b3 Lacustrine Deposits - Laminated Clay
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13:Pile material section area 0.44179 sq.m 10 23.80 2.230 0.00 1500.00 1.00 600.00 1.00 rock a3 Redcar Mudstone Formation
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: Depth below Soil/ Bulk Total Artesian Water Effective Cohesion Friction Interface Preload OCR K nc Kp Compr Compr Ko OC K Beta UCS Nq* Skin Shaft Toe Toe Axial plus less Force Stress Allowable Pile Pile
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:13: 6.98 Rock Density Stress Gradient Stress Stress Angle Factor Stress value Strength Strength Factor alpha Factor Friction Capacity Bearing Capacity Capacity Drag Skin in Pile Stress Compr. Compr
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:14: circular concrete 0.75 m pile
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:14: 750mm dia. concrete Bored piles 2m rock 60657467
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:14: CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:15: circular concrete 0.75 m pile
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:15: 750mm dia. concrete Bored piles 2m rock 60657467
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:15: CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD DATE:-
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:16: circular concrete 0.75 m pile
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:16: 750mm dia. concrete Bored piles 2m rock
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:16: CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:17: circular concrete 0.75 m pile
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:17: 750mm dia. concrete Bored piles 2m rock REPORT No:-
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:17: CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:17: Ultimate Axial Pile Capacity 02-Nov-21
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18:CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18:FILE : 60657467 Summary circular concrete 0.9 m pile
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18:SUBTITLE: 900mm dia. concrete Bored piles 2m rock socket Top Stress 17.34 N/mm2
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18:Pile cut off level 6.98 mOD
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18:Pile Toe Level -18.82 mOD
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18:Pile Type: circular
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18:Installation Method: bored Layer Pile Bulk Friction Cohesion Interface Preload Artesian Material Description Limiting Ko OC Values
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18:Unit Weight Water: 9.81 kN/m3 Top Soil Pile Calculation Maximum
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18:Pile Diameter: 0.900 m (m) (Mg/m3) (deg) (kPa) (kPa) Type Type Reference Value
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18:Pile Base Area: 0.6362 sq.m 3 7.20 1.900 34.00 0.00 1.00 50.00 1.00 soil d3 Made Ground - Gravel soil driven soildriven 1.50
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18:Volume pile material 16.4133 m3 6 10.20 1.900 30.00 0.00 1.00 50.00 1.00 soil c2 Tidal Flats - Sand
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18:Pile Modulus 3.5000E+07 (kPa) 8 17.80 2.020 28.00 0.00 1.00 350.00 1.00 soil b3 Lacustrine Deposits - Laminated Clay
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18:Pile material section area 0.63617 sq.m 10 23.80 2.230 0.00 1500.00 1.00 600.00 1.00 rock a3 Redcar Mudstone Formation
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: Depth below Soil/ Bulk Total Artesian Water Effective Cohesion Friction Interface Preload OCR K nc Kp Compr Compr Ko OC K Beta UCS Nq* Skin Shaft Toe Toe Axial plus less Force Stress Allowable Pile Pile
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:18: 6.98 Rock Density Stress Gradient Stress Stress Angle Factor Stress value Strength Strength Factor alpha Factor Friction Capacity Bearing Capacity Capacity Drag Skin in Pile Stress Compr. Compr
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:19: circular concrete 0.9 m pile
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:19: 900mm dia. concrete Bored piles 2m rock 60657467
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:19: CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:20: circular concrete 0.9 m pile
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:20: 900mm dia. concrete Bored piles 2m rock 60657467
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:20: CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD DATE:-
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:21: circular concrete 0.9 m pile
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:21: 900mm dia. concrete Bored piles 2m rock
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:21: CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:22: circular concrete 0.9 m pile
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:22: 900mm dia. concrete Bored piles 2m rock REPORT No:-
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:22: CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:22: Ultimate Axial Pile Capacity 02-Nov-21
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23:CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23:FILE : 60657467 Summary circular concrete 1.2 m pile
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23:SUBTITLE: 1200mm dia. concrete Bored piles 2m rock socket Top Stress 15.25 N/mm2
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23:Pile cut off level 6.98 mOD
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23:Pile Toe Level -18.82 mOD
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23:Pile Type: circular
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23:Installation Method: bored Layer Pile Bulk Friction Cohesion Interface Preload Artesian Material Description Limiting Ko OC Values
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23:Unit Weight Water: 9.81 kN/m3 Top Soil Pile Calculation Maximum
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23:Pile Diameter: 1.200 m (m) (Mg/m3) (deg) (kPa) (kPa) Type Type Reference Value
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23:Pile Base Area: 1.1310 sq.m 3 7.20 1.900 34.00 0.00 1.00 50.00 1.00 soil d3 Made Ground - Gravel soil driven soildriven 1.50
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23:Volume pile material 29.1791 m3 6 10.20 1.900 30.00 0.00 1.00 50.00 1.00 soil c2 Tidal Flats - Sand
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23:Pile Modulus 3.5000E+07 (kPa) 8 17.80 2.020 28.00 0.00 1.00 350.00 1.00 soil b3 Lacustrine Deposits - Laminated Clay
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23:Pile material section area 1.13097 sq.m 10 23.80 2.230 0.00 1500.00 1.00 600.00 1.00 rock a3 Redcar Mudstone Formation
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: Depth below Soil/ Bulk Total Artesian Water Effective Cohesion Friction Interface Preload OCR K nc Kp Compr Compr Ko OC K Beta UCS Nq* Skin Shaft Toe Toe Axial plus less Force Stress Allowable Pile Pile
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:23: 6.98 Rock Density Stress Gradient Stress Stress Angle Factor Stress value Strength Strength Factor alpha Factor Friction Capacity Bearing Capacity Capacity Drag Skin in Pile Stress Compr. Compr
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:24: circular concrete 1.2 m pile
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:24: 1200mm dia. concrete Bored piles 2m rock 60657467
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:24: CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:25: circular concrete 1.2 m pile
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:25: 1200mm dia. concrete Bored piles 2m rock 60657467
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:25: CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD DATE:-
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:26: circular concrete 1.2 m pile
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:26: 1200mm dia. concrete Bored piles 2m rock
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:26: CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:27: circular concrete 1.2 m pile
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:27: 1200mm dia. concrete Bored piles 2m rock REPORT No:-
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:27: CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:27: Ultimate Axial Pile Capacity 02-Nov-21
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28:CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28:FILE : 60657467 Summary circular steel 0.34 m pile
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28:SUBTITLE: 340mm dia. Steel Tubular pile 2m rock socket Top Stress 31.06 N/mm2
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28:Pile cut off level 6.98 mOD
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28:Pile Toe Level -18.82 mOD
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28:Pile Type: circular
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28:Installation Method: driven Layer Pile Bulk Friction Cohesion Interface Preload Artesian Material Description Limiting Ko OC Values
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28:Unit Weight Water: 9.81 kN/m3 Top Soil Pile Calculation Maximum
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28:Pile Diameter: 0.340 m (m) (Mg/m3) (deg) (kPa) (kPa) Type Type Reference Value
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28:Pile Base Area: 0.0908 sq.m 3 7.20 1.900 34.00 0.00 1.00 50.00 1.00 soil d3 Made Ground - Gravel soil driven soildriven 1.50
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28:Volume pile material 2.3424 m3 6 10.20 1.900 30.00 0.00 1.00 50.00 1.00 soil c2 Tidal Flats - Sand
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28:Pile Modulus 2.1000E+08 (kPa) 8 17.80 2.020 28.00 0.00 1.00 350.00 1.00 soil b3 Lacustrine Deposits - Laminated Clay
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28:Pile material section area 0.09079 sq.m 10 23.80 2.230 0.00 1500.00 1.00 600.00 1.00 rock a3 Redcar Mudstone Formation
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: Depth below Soil/ Bulk Total Artesian Water Effective Cohesion Friction Interface Preload OCR K nc Kp Compr Compr Ko OC K Beta UCS Nq* Skin Shaft Toe Toe Axial plus less Force Stress Allowable Pile Pile
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:28: 6.98 Rock Density Stress Gradient Stress Stress Angle Factor Stress value Strength Strength Factor alpha Factor Friction Capacity Bearing Capacity Capacity Drag Skin in Pile Stress Compr. Compr
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:29: circular steel 0.34 m pile
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:29: 340mm dia. Steel Tubular pile 2m rock 60657467
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:29: CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:30: circular steel 0.34 m pile
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:30: 340mm dia. Steel Tubular pile 2m rock 60657467
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:30: CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD DATE:-
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:31: circular steel 0.34 m pile
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:31: 340mm dia. Steel Tubular pile 2m rock
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:31: CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:32: circular steel 0.34 m pile
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:32: 340mm dia. Steel Tubular pile 2m rock REPORT No:-
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:32: CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD
EN010103-001739-NZT DCO 9.8 Appendix GH.1.1b Appendix K - Foundations - June 2022.pdf:32: Ultimate Axial Pile Capacity 02-Nov-21
EN010103-000013-EN010103_Scoping Opinion.pdf:30: connections location, depth and number of piled foundations.
EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:35: confirmed that bored piling is recommended for installing all piles.
EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:44: by pile driving construction for offshore windfarms (Brandt, 2011). The construction
EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:57:6.1.8 For decommissioning, it is likely that installed piles will be cut off below the surface
EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:73: UXOs (as reported by Tougaard et al., 2013, for large diameter monopiles19) is 26 km
EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:87: porpoises to pile driving at the Horns Rev II offshore wind farm in the Danish
EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:92: of potential broad-scale impacts on harbour porpoise from proposed pile
EN010103-001727-DLA Piper UK LLP - Written Representations (WRs), including summaries of all WRs exceeding 1500 words 1.pdf:23: wind turbine generators and meteorological stations include monopole with steel monopile
EN010103-001727-DLA Piper UK LLP - Written Representations (WRs), including summaries of all WRs exceeding 1500 words 1.pdf:23: footing, monopole with concrete monopile footing and monopole with a single suction-
EN010103-001727-DLA Piper UK LLP - Written Representations (WRs), including summaries of all WRs exceeding 1500 words 1.pdf:23: include multi-legs with driven piles, drilled piles, screw piles, suction buckets and jack-up
EN010103-001727-DLA Piper UK LLP - Written Representations (WRs), including summaries of all WRs exceeding 1500 words 1.pdf:23: using driven piles, suction buckets or screw piles) and offshore platform jack-up foundations);
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:20: stockpiled for longer than a two-week period, the
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:20: runoff from the stockpile will be prevented from
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:32: rotary bored piled foundations to remove potential
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:34:ES Chapter 10 - Geology, Hydrogeology and Excavated soils will be stockpiled and re-used within 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:62:Assessment stockpiles would be protected as appropriate and 16: Construction Environmental Management Plan
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:83:used if required to drive a pile to its design depth and where the undertaker has established following
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:83:be used to ensure incremental increase in pile power over a set time period until full operational
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:95:used if required to drive a pile to its design depth and where the undertaker has established following
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:95:be used to ensure incremental increase in pile power over a set time period until full operational
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:94:used if required to drive a pile to its design depth and where the relevant undertaker has
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:94: (a) soft-start procedures must be used to ensure incremental increase in pile power over a set
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:106:used if required to drive a pile to its design depth and where the relevant undertaker has
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:106: (a) soft-start procedures must be used to ensure incremental increase in pile power over a set
EN010103-001240-EN010103_Marine_Management_Organisation_Relevant_Representation_17122021_Redacted.pdf:9: a pile to its design depth. The MMO suggest the following wording is also included
EN010103-001240-EN010103_Marine_Management_Organisation_Relevant_Representation_17122021_Redacted.pdf:12: Applicant also suggests that ‘as both drilling of pin piles and dredging would be
EN010103-001240-EN010103_Marine_Management_Organisation_Relevant_Representation_17122021_Redacted.pdf:12: paragraph 14.6.95 states that “Both the drilling of pin piles and dredging may
EN010103-001240-EN010103_Marine_Management_Organisation_Relevant_Representation_17122021_Redacted.pdf:12: percussive/impact piling might be necessary to drive the piles to their design
EN010103-001240-EN010103_Marine_Management_Organisation_Relevant_Representation_17122021_Redacted.pdf:13: the proposed drilling of piles is expected to occur. The MMO request further
EN010103-001240-EN010103_Marine_Management_Organisation_Relevant_Representation_17122021_Redacted.pdf:14: might be necessary to drive the pile to its design depth. The MMO recommend
EN010103-001240-EN010103_Marine_Management_Organisation_Relevant_Representation_17122021_Redacted.pdf:14: drive the pile to its design depth and recommend that the timing, duration and
EN010103-001240-EN010103_Marine_Management_Organisation_Relevant_Representation_17122021_Redacted.pdf:16: which details the type (e.g., dredging, piling, drilling, number of piles etc) and
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:97:used if required to drive a pile to its design depth and where the undertaker has established following
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:97:be used to ensure incremental increase in pile power over a set time period until full operational
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:97:used if required to drive a pile to its design depth and where the relevant undertaker has established,
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:97: (a) soft-start procedures must be used to ensure incremental increase in pile power over a set
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:111:used if required to drive a pile to its design depth and where the undertaker has established following
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:111:be used to ensure incremental increase in pile power over a set time period until full operational
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:112:used if required to drive a pile to its design depth and where the relevant undertaker has established,
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:112: (a) soft-start procedures must be used to ensure incremental increase in pile power over a set
EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:35: confirmed that bored piling is recommended for installing all piles.
EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:44: by pile driving construction for offshore windfarms (Brandt, 2011). The construction
EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:56:6.1.8 For decommissioning, it is likely that installed piles will be cut off below the surface
EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:72: UXOs (as reported by Tougaard et al., 2013, for large diameter monopiles19) is 26 km
EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:85: porpoises to pile driving at the Horns Rev II offshore wind farm in the Danish
EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:90: of potential broad-scale impacts on harbour porpoise from proposed pile
EN010103-001859-9.12 - Applicants comments on written Representations - June 2022 (D3).pdf:105: 6 Environmental and policy related issues 6.1 -6.2 Stockpiles of daily arisings will be required at the launch points of trenchless crossings (i.e. within the
EN010103-001859-9.12 - Applicants comments on written Representations - June 2022 (D3).pdf:105: be able to keep pace with daily production and stockpiles will consequentially be small. There will be no
EN010103-001859-9.12 - Applicants comments on written Representations - June 2022 (D3).pdf:105: provides no certainty, quantification or details of the amount, location, and duration of stockpiled material and its
EN010103-001084-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 11 EC2_C.pdf:8: Information supplied from a joint dataset compiled by The British Geological Survey and Public Health England.
EN010103-001471-NZT DCO 2.1 - Draft DCO (Comparison with Oct 2021 version) - Apr 2022.pdf:92:used if required to drive a pile to its design depth. If percussive piling is necessary, soft-start
EN010103-001471-NZT DCO 2.1 - Draft DCO (Comparison with Oct 2021 version) - Apr 2022.pdf:92:procedures must be used to ensure incremental increase in pile power over a set time period until
EN010103-001471-NZT DCO 2.1 - Draft DCO (Comparison with Oct 2021 version) - Apr 2022.pdf:108:used if required to drive a pile to its design depth. If percussive piling is necessary, soft-start
EN010103-001471-NZT DCO 2.1 - Draft DCO (Comparison with Oct 2021 version) - Apr 2022.pdf:108:procedures must be used to ensure incremental increase in pile power over a set time period until
EN010103-001075-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 2 EC1_B.pdf:8: Information supplied from a joint dataset compiled by The British Geological Survey and Public Health England.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:7: 14.2.4 Pile foundations ……………………………………………………………………………………………………………. 105
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:11:Table 14-4. Preliminary Ultimate Axial Compressive Pile Capacity ………………………………………………………….. 106
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:11:Table 14-5. Preliminary Ultimate Axial Compressive Pile Capacity ………………………………………………………….. 107
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:18: Piles to transmit heavy loads from the Power, Capture Compression and Utilities & Outfall areas
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:18: to more competent soils and bedrock may comprise driven cast-in-situ concrete piles, driven steel
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:18: piles, continuous flight auger (CFA) or bored piles. Permanent sleeving may be used to mitigate
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:18: determine pile performance.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:19: obstructions and voids relict buried foundations, walls, ground slabs, tunnels and possibly pile foundations from former
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:22:Jorden and Dobie, Tests on piles in Keuper Marl for the foundations of a blast furnace at Redcar (date unknown).
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:25:west and the Sinter Plant and Sinter Plant stockpile areas to the south. Land to the east comprises either open
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:74:Jorden and Dobie, Tests on piles in Keuper Marl for the foundations of a blast furnace at Redcar (date unknown).
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:80: manner and / or sleeved bored concrete piles for transfer of bearing loads to underlying strata.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:84:Site, beyond the Sinter Stockpiles (former conveyor area).
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:96:1. Inadequate bearing Soft, variable, compressible and / or ‘necking’ of pile shafts formed 1) Pile concrete integrity and pile capacity is compromised.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:96: construction Threat Construction 4 3 12 Appropriate techniques selection including balancing of pore water pressures at pile toe during construction. 2 3 6
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:96: 2) Instability of temporary open cut excavations. side support by provision of temporary sheet piles or propped trench box sections.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:96:resistance Infiltration of groundwater. settlement and damages adjacent third-party Infrastructure. provision of temporary sheet pile cut off.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:96: 4) Litigation resulting from damage caused to third party Temporary works well point dewatering measures combined with sheet pile cut off.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:96: Sleeved bored piles to accommodate lateral expansion and / or heave and transfer of bearing loads to underlying strata.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:96: Pile and beam foundation options for support structures
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:96: Extend length of pile rock socket to resist heave.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:96: 2) Unable to advance pile to design toe level.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:96:4. Earthworks, sized pieces of slag, very dense Unable to construct Carry out advanced probing at pile positions.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:96: construction condition Threat Construction or steel piles or loss of plan position and verticality tolerances. 4 3 12 2 3 6
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:96: ground slabs, tunnels and possibly pile concrete segmental piles.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:96: 1) Unable to achieve pile design toe levels.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:96:4. Earthworks, Unable to construct piles, or piles which do meet specified out of plan and / or
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:98: conditions and steel. Provision of permanent sleeving to protect piles installed through the most aggressive material (Slag dominant material).
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:100:obstructions and voids open cut anular coarse soils which form the dune 2) Cost / risk allowance for slow construction progress. us side support by provision of temporary sheet piles or propped trench box sections.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:100: Unable to construct pipeline u 1) Unable to achieve pile design toe levels.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:100: coarse soils]. g from earth moving plant. s side support by provision of temporary sheet piles or propped trench box sections
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:102: s side support by provision of temporary sheet piles or propped trench box sections
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:103:For deeper excavations, the use of proprietary trench boxes or the installation of sheet piles to form cut off walls to
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:103:of groundwater during excavation using sheet piles may not be feasible due to the depth of pile required to form a
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:103:For deep excavations a combination of sheet pile cut off and well point dewatering measures to lower the water
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:105:structure specific serviceability limits, pile layout, pile group effects, settlement and tension requirements etc are
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:107:14.2.4 Pile foundations
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:107:Pile foundations are used to transmit structural loads through weaker near-surface soils onto a more competent
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:107:bearing stratum at greater depth. The piles may be constructed either as a single pile supporting a load bearing
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:107:column or as a group of piles supporting either the entire superstructure or heavily loaded parts of the structure.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:107:There are several different types of piles varying on the method of construction. The choice of pile will depend on
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:107:the ground conditions, pile performance requirements (working load and settlement tolerances), environmental
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:107:The Foundations Optioneering Appraisal report (AECOM 2021) identified that deep pile foundations were found to
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:107:cast-in-situ concrete piles, driven steel piles, continuous flight auger (CFA) piles, bored cased piles or bored cased
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:107:and sleeved piles. Due to the presence of obstructions and shallow groundwater within the Made Ground, CFA
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:107:and bored piles were considered most applicable to the proposed development.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:107:around the CFA / bored piles over the zone expected to be vulnerable to movements caused by volumetric changes
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:107:Calculations of long term ultimate unit skin friction and end bearing achieved by a CFA / bored concrete pile installed
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:108:For the purposes of this preliminary assessment the ultimate axial resistance of a single CFA/ bored pile at assumed
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:108:are summarised in Table 14-4 and included in Appendix K, which shows presumed ultimate axial compressive pile
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:108:capacity generated over the length of the pile. Ground level at MS\NH08 is 7.98m OD, a 1.0m pile cap thickness
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:108:requirement for bentonite / vermiculite sleeving of the pile.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:108:pressure, K is limited to 1. Accurate calculation of the ultimate skin friction around a pile augered into rock is not
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:108:higher torque piling rigs capable of socketing piles into the underlying rock to prevent unacceptable total and
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:108:calculations assume settlement including pile compression is <25mm.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:108:Table 14-4. Preliminary Ultimate Axial Compressive Pile Capacity
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:108:Pile Diameter (mm) Presumed Ultimate Axial Presumed Allowable Axial
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:108: Compressive Pile Capacity Compressive Pile Capacity
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:108:Driven tubular steel displacement piles may provide an alternative piling solution at the site. These may have an
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:109:unacceptable structural damage (cracking) to driven steel piles or loss of plan position and verticality tolerances.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:109:Driven steel piles may be susceptible to high chloride concentrations present with the groundwater. However,
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:109:Driven piles have the advantage that once site conditions are understood empirical formulae may be established
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:109:pile, assumed 20mm wall thickness and 25.8m in length pile socketed 2.0m into the Redcar Mudstone (a1) has
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:109:K, which shows presumed ultimate axial compressive pile capacity generated over the length of the pile.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:109:Table 14-5. Preliminary Ultimate Axial Compressive Pile Capacity
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:109:Pile Diameter (mm) Presumed Ultimate Axial Presumed Allowable Axial
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:109: Compressive Pile Capacity Compressive Pile Capacity
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:109:Integrity problems can occur when bored piles are installed through variable water bearing strata such as those
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:109:the integrity of pile concrete over the length of the bored piles.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:109:Piles end bearing into the Redcar Mudstone bedrock (a1) will rely on generating a high proportion of their ultimate
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:109:the Federation of Piling Specialists, Handbook on Pile Load Testing (2006) which recommends 1 preliminary pile
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:109:test per 500 piles and 1 working pile test per 100 piles for medium risk construction conditions. Dynamic or
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:109:Statnamic load testing on driven piles may be considered in conjunction with static maintained load tests. An
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:109:advantage of driven steel displacement piles is that it may be possible to extend and drive the pile if axial resistance
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:109:is identified to be lower than anticipated from statnamic testing. Pile load testing requirements will need to be
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:109:Consideration may be given to undertaking site trials of the favoured pile method/s in advance of construction to
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:109:design assumptions. Pile load testing could be undertaken on trial piles during early execute to demonstrate
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:109:Driven piles installed into mudstone often suffer ‘false sets’ due to excess negative pore water pressures developed
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:109:during installation which dissipate over time. This can lead to dynamic pile testing undertaken soon after installation
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:109:producing unrealistically high ultimate load capacities which overestimate the actual long term pile capacities. In
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:114: • Sleeved bored piles for transfer of bearing loads to underlying strata.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:114: • Pile and beam foundation options for support structures.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:117:Dewatering, sheet pile cut-off or box trench construction may be required for open cut excavation and construction.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:119:• Consideration may be given to undertaking site trials of the favoured pile method/s in advance of construction
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:120:to the west and the Sinter Plant and associated stockpile areas to the south. Areas of hardstanding, soft
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:122:piles to form cut off walls to control inflow and prevent base instability may be required for deeper excavations.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:122:Piles to transmit loads from the Power, Capture Compression and Utilities & Outfall areas to more competent soils
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:122:and bedrock may comprise driven cast-in-situ concrete piles, driven steel piles, continuous flight auger (CFA) or
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:122:bored piles. Permanent sleeving may be used to mitigate heave effects.
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:122:Calculations of ultimate axial resistance of a single CFA/ bored pile at assumed 600, 750, 900 and 1200mm
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:122:an alternative piling option, comprising a single driven tubular displacement pile, 340mm diameter and 25.8m in
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:123:also to determine pile performance. This may include a desk based Geotechnical Design Report and site based
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:131: Sinter Stockpile DMS\TP10 Sinter Stockpile MS\BH16 DMS\TP10
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:131: Sinter Stockpile
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:131: Sinter Stockpile
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:132: Sinter Stockpile DMS\TP10 Sinter Stockpile DMS\TP10
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:132: Sinter Stockpile
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:132: Sinter Stockpile
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:250:beyond the Sinter Stockpiles (former conveyor area).
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408:CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408:FILE : 60657467 Summary circular concrete 0.6 m pile
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408:SUBTITLE: 600mm dia. concrete Bored piles 2m rock socket Top Stress 21.50 N/mm2
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408:Pile cut off level 6.98 mOD
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408:Pile Toe Level -18.82 mOD
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408:Pile Type: circular
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408:Installation Method: bored Layer Pile Bulk Friction Cohesion Interface Preload Artesian Material Description Limiting Ko OC Values
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408:Unit Weight Water: 9.81 kN/m3 Top Soil Pile Calculation Maximum
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408:Pile Diameter: 0.600 m (m) (Mg/m3) (deg) (kPa) (kPa) Type Type Reference Value
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408:Pile Base Area: 0.2827 sq.m 3 7.20 1.900 34.00 0.00 1.00 50.00 1.00 soil d3 Made Ground - Gravel soil driven soildriven 1.50
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408:Volume pile material 7.2948 m3 6 10.20 1.900 30.00 0.00 1.00 50.00 1.00 soil c2 Tidal Flats - Sand
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408:Pile Modulus 3.5000E+07 (kPa) 8 17.80 2.020 28.00 0.00 1.00 350.00 1.00 soil b3 Lacustrine Deposits - Laminated Clay
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408:Pile material section area 0.28274 sq.m 10 23.80 2.230 0.00 1500.00 1.00 600.00 1.00 rock a3 Redcar Mudstone Formation
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: Depth below Soil/ Bulk Total Artesian Water Effective Cohesion Friction Interface Preload OCR K nc Kp Compr Compr Ko OC K Beta UCS Nq* Skin Shaft Toe Toe Axial plus less Force Stress Allowable Pile Pile
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:408: 6.98 Rock Density Stress Gradient Stress Stress Angle Factor Stress value Strength Strength Factor alpha Factor Friction Capacity Bearing Capacity Capacity Drag Skin in Pile Stress Compr. Compr
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:409: circular concrete 0.6 m pile
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:409: 600mm dia. concrete Bored piles 2m rock 60657467
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:409: CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:410: circular concrete 0.6 m pile
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:410: 600mm dia. concrete Bored piles 2m rock 60657467
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:410: CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD DATE:-
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:411: circular concrete 0.6 m pile
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:411: 600mm dia. concrete Bored piles 2m rock
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:411: CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:412: circular concrete 0.6 m pile
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:412: 600mm dia. concrete Bored piles 2m rock REPORT No:-
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:412: CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:412: Ultimate Axial Pile Capacity 02-Nov-21
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413:CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413:FILE : 60657467 Summary circular concrete 0.75 m pile
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413:SUBTITLE: 750mm dia. concrete Bored piles 2m rock socket Top Stress 19.00 N/mm2
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413:Pile cut off level 6.98 mOD
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413:Pile Toe Level -18.82 mOD
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413:Pile Type: circular
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413:Installation Method: bored Layer Pile Bulk Friction Cohesion Interface Preload Artesian Material Description Limiting Ko OC Values
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413:Unit Weight Water: 9.81 kN/m3 Top Soil Pile Calculation Maximum
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413:Pile Diameter: 0.750 m (m) (Mg/m3) (deg) (kPa) (kPa) Type Type Reference Value
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413:Pile Base Area: 0.4418 sq.m 3 7.20 1.900 34.00 0.00 1.00 50.00 1.00 soil d3 Made Ground - Gravel soil driven soildriven 1.50
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413:Volume pile material 11.3981 m3 6 10.20 1.900 30.00 0.00 1.00 50.00 1.00 soil c2 Tidal Flats - Sand
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413:Pile Modulus 3.5000E+07 (kPa) 8 17.80 2.020 28.00 0.00 1.00 350.00 1.00 soil b3 Lacustrine Deposits - Laminated Clay
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413:Pile material section area 0.44179 sq.m 10 23.80 2.230 0.00 1500.00 1.00 600.00 1.00 rock a3 Redcar Mudstone Formation
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: Depth below Soil/ Bulk Total Artesian Water Effective Cohesion Friction Interface Preload OCR K nc Kp Compr Compr Ko OC K Beta UCS Nq* Skin Shaft Toe Toe Axial plus less Force Stress Allowable Pile Pile
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:413: 6.98 Rock Density Stress Gradient Stress Stress Angle Factor Stress value Strength Strength Factor alpha Factor Friction Capacity Bearing Capacity Capacity Drag Skin in Pile Stress Compr. Compr
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:414: circular concrete 0.75 m pile
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:414: 750mm dia. concrete Bored piles 2m rock 60657467
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:414: CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:415: circular concrete 0.75 m pile
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:415: 750mm dia. concrete Bored piles 2m rock 60657467
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:415: CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD DATE:-
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:416: circular concrete 0.75 m pile
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:416: 750mm dia. concrete Bored piles 2m rock
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:416: CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:417: circular concrete 0.75 m pile
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:417: 750mm dia. concrete Bored piles 2m rock REPORT No:-
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:417: CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:417: Ultimate Axial Pile Capacity 02-Nov-21
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418:CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418:FILE : 60657467 Summary circular concrete 0.9 m pile
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418:SUBTITLE: 900mm dia. concrete Bored piles 2m rock socket Top Stress 17.34 N/mm2
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418:Pile cut off level 6.98 mOD
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418:Pile Toe Level -18.82 mOD
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418:Pile Type: circular
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418:Installation Method: bored Layer Pile Bulk Friction Cohesion Interface Preload Artesian Material Description Limiting Ko OC Values
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418:Unit Weight Water: 9.81 kN/m3 Top Soil Pile Calculation Maximum
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418:Pile Diameter: 0.900 m (m) (Mg/m3) (deg) (kPa) (kPa) Type Type Reference Value
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418:Pile Base Area: 0.6362 sq.m 3 7.20 1.900 34.00 0.00 1.00 50.00 1.00 soil d3 Made Ground - Gravel soil driven soildriven 1.50
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418:Volume pile material 16.4133 m3 6 10.20 1.900 30.00 0.00 1.00 50.00 1.00 soil c2 Tidal Flats - Sand
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418:Pile Modulus 3.5000E+07 (kPa) 8 17.80 2.020 28.00 0.00 1.00 350.00 1.00 soil b3 Lacustrine Deposits - Laminated Clay
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418:Pile material section area 0.63617 sq.m 10 23.80 2.230 0.00 1500.00 1.00 600.00 1.00 rock a3 Redcar Mudstone Formation
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: Depth below Soil/ Bulk Total Artesian Water Effective Cohesion Friction Interface Preload OCR K nc Kp Compr Compr Ko OC K Beta UCS Nq* Skin Shaft Toe Toe Axial plus less Force Stress Allowable Pile Pile
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:418: 6.98 Rock Density Stress Gradient Stress Stress Angle Factor Stress value Strength Strength Factor alpha Factor Friction Capacity Bearing Capacity Capacity Drag Skin in Pile Stress Compr. Compr
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:419: circular concrete 0.9 m pile
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:419: 900mm dia. concrete Bored piles 2m rock 60657467
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:419: CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:420: circular concrete 0.9 m pile
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:420: 900mm dia. concrete Bored piles 2m rock 60657467
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:420: CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD DATE:-
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:421: circular concrete 0.9 m pile
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:421: 900mm dia. concrete Bored piles 2m rock
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:421: CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:422: circular concrete 0.9 m pile
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:422: 900mm dia. concrete Bored piles 2m rock REPORT No:-
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:422: CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:422: Ultimate Axial Pile Capacity 02-Nov-21
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423:CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423:FILE : 60657467 Summary circular concrete 1.2 m pile
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423:SUBTITLE: 1200mm dia. concrete Bored piles 2m rock socket Top Stress 15.25 N/mm2
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423:Pile cut off level 6.98 mOD
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423:Pile Toe Level -18.82 mOD
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423:Pile Type: circular
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423:Installation Method: bored Layer Pile Bulk Friction Cohesion Interface Preload Artesian Material Description Limiting Ko OC Values
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423:Unit Weight Water: 9.81 kN/m3 Top Soil Pile Calculation Maximum
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423:Pile Diameter: 1.200 m (m) (Mg/m3) (deg) (kPa) (kPa) Type Type Reference Value
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423:Pile Base Area: 1.1310 sq.m 3 7.20 1.900 34.00 0.00 1.00 50.00 1.00 soil d3 Made Ground - Gravel soil driven soildriven 1.50
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423:Volume pile material 29.1791 m3 6 10.20 1.900 30.00 0.00 1.00 50.00 1.00 soil c2 Tidal Flats - Sand
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423:Pile Modulus 3.5000E+07 (kPa) 8 17.80 2.020 28.00 0.00 1.00 350.00 1.00 soil b3 Lacustrine Deposits - Laminated Clay
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423:Pile material section area 1.13097 sq.m 10 23.80 2.230 0.00 1500.00 1.00 600.00 1.00 rock a3 Redcar Mudstone Formation
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: Depth below Soil/ Bulk Total Artesian Water Effective Cohesion Friction Interface Preload OCR K nc Kp Compr Compr Ko OC K Beta UCS Nq* Skin Shaft Toe Toe Axial plus less Force Stress Allowable Pile Pile
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:423: 6.98 Rock Density Stress Gradient Stress Stress Angle Factor Stress value Strength Strength Factor alpha Factor Friction Capacity Bearing Capacity Capacity Drag Skin in Pile Stress Compr. Compr
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:424: circular concrete 1.2 m pile
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:424: 1200mm dia. concrete Bored piles 2m rock 60657467
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:424: CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:425: circular concrete 1.2 m pile
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:425: 1200mm dia. concrete Bored piles 2m rock 60657467
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:425: CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD DATE:-
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:426: circular concrete 1.2 m pile
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:426: 1200mm dia. concrete Bored piles 2m rock
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:426: CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:427: circular concrete 1.2 m pile
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:427: 1200mm dia. concrete Bored piles 2m rock REPORT No:-
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:427: CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:427: Ultimate Axial Pile Capacity 02-Nov-21
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428:CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428:FILE : 60657467 Summary circular steel 0.34 m pile
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428:SUBTITLE: 340mm dia. Steel Tubular pile 2m rock socket Top Stress 31.06 N/mm2
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428:Pile cut off level 6.98 mOD
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428:Pile Toe Level -18.82 mOD
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428:Pile Type: circular
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428:Installation Method: driven Layer Pile Bulk Friction Cohesion Interface Preload Artesian Material Description Limiting Ko OC Values
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428:Unit Weight Water: 9.81 kN/m3 Top Soil Pile Calculation Maximum
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428:Pile Diameter: 0.340 m (m) (Mg/m3) (deg) (kPa) (kPa) Type Type Reference Value
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428:Pile Base Area: 0.0908 sq.m 3 7.20 1.900 34.00 0.00 1.00 50.00 1.00 soil d3 Made Ground - Gravel soil driven soildriven 1.50
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428:Volume pile material 2.3424 m3 6 10.20 1.900 30.00 0.00 1.00 50.00 1.00 soil c2 Tidal Flats - Sand
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428:Pile Modulus 2.1000E+08 (kPa) 8 17.80 2.020 28.00 0.00 1.00 350.00 1.00 soil b3 Lacustrine Deposits - Laminated Clay
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428:Pile material section area 0.09079 sq.m 10 23.80 2.230 0.00 1500.00 1.00 600.00 1.00 rock a3 Redcar Mudstone Formation
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: Depth below Soil/ Bulk Total Artesian Water Effective Cohesion Friction Interface Preload OCR K nc Kp Compr Compr Ko OC K Beta UCS Nq* Skin Shaft Toe Toe Axial plus less Force Stress Allowable Pile Pile
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:428: 6.98 Rock Density Stress Gradient Stress Stress Angle Factor Stress value Strength Strength Factor alpha Factor Friction Capacity Bearing Capacity Capacity Drag Skin in Pile Stress Compr. Compr
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:429: circular steel 0.34 m pile
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:429: 340mm dia. Steel Tubular pile 2m rock 60657467
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:429: CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:430: circular steel 0.34 m pile
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:430: 340mm dia. Steel Tubular pile 2m rock 60657467
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:430: CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD DATE:-
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:431: circular steel 0.34 m pile
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:431: 340mm dia. Steel Tubular pile 2m rock
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:431: CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:432: circular steel 0.34 m pile
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:432: 340mm dia. Steel Tubular pile 2m rock REPORT No:-
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:432: CALCULATION OF AXIAL PILE CAPACITY USING THE BETA METHOD
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:432: Ultimate Axial Pile Capacity 02-Nov-21
EN010103-000897-NZT DCO 6.2.11 ES Vol I Chapter 11 Noise and Vibration.pdf:37: UK piled the Seaton Port/TERCC site at 8. This is much closer than
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:165: piles to be driven to significant depth which could impact on any
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:224: Management” (APP-087), at paragraphs 5.3.71 – 5.3.81, outlines the replacement outfall (if required) would be temporarily stockpiled
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:225: created. The stated intention is to stockpile the material on stockpiled on site and for how long. It is of note that the removal of
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:241: drive a pile to its design depth. The MMO suggest the information.
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:249: throughout the ES report regarding the extent of piling in the Tees Estuary. However, there may be a need to drill pin piles if a
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:249: that ‘as both drilling of pin piles and dredging would be
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:249: states that “Both the drilling of pin piles and dredging may
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:249: piles to their design depth and recommend that the
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:250: propagation within an estuary, i.e., a small channel, would include a short campaign of pin pile drilling to secure the structure. If
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:250: sufficiently addressed. In an estuarine environment, noise methods will be used. The requirement for pin pile drilling, would be decided
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:250: piles is expected to occur. The MMO request further propagates from these construction activities.
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:253: are highly mobile and wide ranging. Thus, for all highest sound source levels are the potential dredging and pin pile drilling that
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:253: good practice and design mitigation measures have been detail on pin pile drilling campaign (if required). Impact piling methods will not
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:254: pile to its design depth. The MMO recommend that the
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:254: undertaken at night. The MMO consider this will allow as part of the project. Any pin pile drilling will take place in the Tees Bay and
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:254: necessary to drive the pile to its design depth and
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:258: drilling, number of piles etc) and timing of work at each
EN010103-002067-NZT DCO 8.4 - Marine Management Organisation SoCG (Tracked) August 2022 (D6).pdf:18: mitigation for piling percussive/impact piling might be necessary to drive the pile to
EN010103-002198-Report on the Implications for European Sites (RIES).pdf:5:1.1.3 This report compiles, documents and signposts information provided
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:45: generated by pile driving construction for offshore windfarms (Brandt, 2011). The
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:58:6.1.8 For decommissioning, it is likely that installed piles will be cut off below the surface
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:74: UXOs (as reported by Tougaard et al., 2013, for large diameter monopiles18) is 26 km
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:86: porpoises to pile driving at the Horns Rev II offshore wind farm in the Danish
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:91: of potential broad-scale impacts on harbour porpoise from proposed pile
EN010103-001713-South Tees Development Corporation - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:10: of the amount, location, and duration of stockpiled material and its removal from site or re-use
EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:86:used if required to drive a pile to its design depth and where the undertaker has established
EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:86:procedures must be used to ensure incremental increase in pile power over a set time period until
EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:98:used if required to drive a pile to its design depth and where the undertaker has established
EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:99:procedures must be used to ensure incremental increase in pile power over a set time period until
EN010103-002068-NZT DCO 8.5 - Environment Agency SoCG (Clean) August 2-22 (D6).pdf:19: The Parties agree that controls on the method of piled
EN010103-002055-NZT DCO 5.5 Electricity Grid Connection Statement (Tracked) August 2022 (D6).pdf:13: • strip and stockpile topsoil (if required);
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:34: piles.
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:43: by pile driving construction for offshore windfarms (Brandt, 2011). The construction
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:56:6.1.8 For decommissioning, it is likely that installed piles will be cut off below the surface
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:80: porpoises to pile driving at the Horns Rev II offshore wind farm in the Danish
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:58: • OBN is advantageous in obstructed space ( project focus on mono-pile)
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:99: • OBN is advantageous in obstructed space ( project focus on mono-pile)
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:176: sea bed by means of either a suction bucket or piles;
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:177: “monopile foundation” means a steel pile, driven and/or drilled into the seabed and associated
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:179:“pin piles” means steel cylindrical piles driven and/or drilled into the seabed to secure jacket
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:207: of monopile foundations, mono suction bucket foundations, gravity base structures or
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:207: offshore works plan by one of monopile foundations, mono suction bucket foundations,
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:207: monopile foundations, mono suction bucket foundations, gravity base structures, box–
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:207: monopile foundations, mono suction bucket foundations, jacket foundations, box–type
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:207: by one of monopile foundations, mono suction bucket foundations, jacket foundations,
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:207: the offshore works plan by one of monopile foundations, mono suction bucket
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:211:one of either monopile foundations, mono suction bucket foundations, gravity base structures or
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:211: (a) jacket foundations employing pin piles forming part of the authorised project may—
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:212: (i) have a pin pile diameter of greater than four metres; and
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:212: (ii) employ more than 16 pin piles per jacket foundation; and
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:212: (b) monopile foundation forming part of the authorised project may have a diameter greater
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:213:project must be one of either monopile foundations, mono suction bucket foundations, gravity
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:213: monopile foundations, mono suction bucket foundations, jacket foundations, gravity base
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:213: monopile foundations, mono suction bucket foundations, jacket foundations, box–type
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:213: (a) jacket foundation employing pin piles forming part of the authorised project may—
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:213: (i) have a pin pile diameter of greater than four metres; and
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:213: (ii) employ more than 16 pin piles per jacket foundation; and
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:213: (b) monopile foundation forming part of the authorised project may have a diameter greater
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:327:“monopile foundation” means a steel pile, typically cylindrical, driven and/or drilled into the
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:328:“pin piles” means steel cylindrical piles driven and/or drilled into the seabed to secure jacket
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:329: monopile foundations, mono suction bucket foundations, gravity base structures or jacket
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:329: monopile foundations, mono suction bucket foundations, jacket foundations, box–type
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:329: within the area shown on the offshore works plan by one of monopile foundations, mono
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:329:works plan by one of monopile foundations, mono suction bucket foundations, jacket
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:332: of monopile foundations, mono suction bucket foundations, gravity base structures or
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:332: offshore works plan by one of monopile foundations, mono suction bucket foundations, a
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:333: (a) monopile foundations;
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:333: (a) jacket foundation employing pin piles forming part of the authorised project may—
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:333: (i) have a pin pile diameter of greater than four meters; and
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:333: (ii) employ more than 16 pin piles per jacket foundation; and
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:333: (b) monopile foundation forming part of the authorised project may have a diameter greater
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:334:project must be one of either monopile foundations, mono suction bucket foundations, gravity
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:334: (a) jacket foundation employing pin piles forming part of the authorised project may—
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:334: (i) have a pin pile diameter of greater than four metres; and
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:334: (ii) employ more than 16 pin piles per jacket foundation; and
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:334: (b) monopile foundation forming part of the authorised project may have a diameter greater
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:339: (iv) the dimensions of all monopile foundations, mono suction bucket foundations, jacket
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:340:(g) in the event that driven or part-driven pile foundations are proposed to be used for the
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:341: (j) in the event that driven or part-driven pile foundations are proposed to be used, the
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:342: (4) In the event that driven or part-driven pile foundations are proposed to be used, the hammer
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:342:energy used to drive or part-drive monopile foundations must not exceed 5,000kJ and the hammer
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:342:energy used to drive or part-drive pin pile foundations must not exceed 3,000kJ.
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:342:licenced activities. There will only be a maximum installation of two piled foundations within a
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:342:24-hour period. It is possible for installation of the two piled foundations to occur concurrently i.e.
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:342:locations within the array. The two piled foundation locations may also be piled simultaneously.
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:345: (b) where piled foundations are to be employed, unless otherwise agreed by the MMO in
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:345: first four piled foundations of each piled foundation type to be constructed collectively
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:345:otherwise agreed) of the first four piled foundations of each piled foundation type. The assessment
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:346: 20. Any monitoring report compiled in accordance with the monitoring plans provided under
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:346:Reporting of impact pile driving
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:346: 21.—(1) Only when driven or part–driven pile foundations are proposed to be used as part of the
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:346: information on the expected location, start and end dates of impact pile driving to satisfy
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:346: (b) at six month intervals following the commencement of pile driving, information on the
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:346: locations and dates of impact pile driving to satisfy the Marine Noise Registry’s Close
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:346: © within 12 weeks of completion of impact pile driving, information on the locations and
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:346: dates of impact pile driving to satisfy the Marine Noise Registry’s Close Out
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:350:“monopile foundation” means a steel pile, typically cylindrical, driven and/or drilled into the
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:351:“pin piles” means steel cylindrical piles driven and/or drilled into the seabed to secure jacket
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:355: monopile foundations, mono suction bucket foundations, gravity base structures or jacket
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:355: monopile foundations, mono suction bucket foundations, box–type gravity base
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:355: within the area shown on the offshore works plan by one of monopile foundations, mono
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:355: monopile foundations, mono suction bucket foundations, jacket foundations, gravity base
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:359: monopile foundations, mono suction bucket foundations, gravity base structures, jacket
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:359: monopile foundations, mono suction bucket foundations, jacket foundations, box–type
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:359: (a) jacket foundation employing pin piles forming part of the authorised project may—
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:359: (i) have a pin pile diameter of greater than four metres; and
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:359: (ii) employ more than 16 pin piles per jacket foundation; and
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:359: (b) monopile foundation forming part of the authorised project may have a diameter greater
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:365: (iv) the dimensions of all monopile foundations, mono suction bucket foundations, jacket
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:366:(g) in the event that driven or part-driven pile foundations are proposed to be used for the
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:367: (j) in the event that driven or part–driven pile foundations are proposed to be used, the
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:368: (4) In the event that driven or part-driven pile foundations are proposed to be used, the hammer
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:368:energy used to drive or part-drive monopile foundations must not exceed 5,000kJ and the hammer
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:368:energy used to drive or part-drive pin pile foundations must not exceed 3,000kJ.
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:368:licenced activities. There will only be maximum installation of two piled foundations within a 24-
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:368:hour period. It is possible for installation of the two piled foundations to occur concurrently i.e.
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:368:locations within the array. The two piled foundation locations may also be piled simultaneously.
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:371: (b) where piled foundations are to be employed, unless otherwise agreed by the MMO in
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:371: first four piled foundations of each piled foundation type to be constructed collectively
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:371:otherwise agreed) of the first four piled foundations of each piled foundation type. The assessment
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:372: 20. Any monitoring report compiled in accordance with the monitoring plans provided under
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:372:Reporting of impact pile driving
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:372: 21.—(1) Only when driven or part-driven pile foundations are proposed to be used as part of the
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:372: location, start and end dates of impact pile driving to satisfy the Marine Noise Registry’s
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:372: (b) at six month intervals following the commencement of pile driving, information on the
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:372: locations and dates of impact pile driving to satisfy the Marine Noise Registry’s Close
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:372: © within 12 weeks of completion of impact pile driving, information on the locations and
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:372: dates of impact pile driving to satisfy the Marine Noise Registry’s Close Out
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:372: 23. In the event that driven or part driven pile foundations are to be used to install Work No. 3,
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:12: v) Where have the visual effects of stockpiles been accounted for? its geotechnical properties risk based soil re-use criteria would be
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:13: undertaken because any stockpiles would be temporary and because
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:16: stockpile materials and lay and string the pipes. Use of up to 35m working
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:48: pin piles which may create vibration and explain the impacts on marine ecology,
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:52: Proposed Development (such as the drilling of pin piles).
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:53: movements have been established, monitoring may need to take place to Work No. 5B & 8 in the nearshore environment and the potential pin-pile drilling
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:53: months. There will be movement of the JUB as it moves between pin pile drilling
EN010103-001144-NZT DCO 6.4.33 ES Vol III Appendix 14E Coastal Modelling Report.pdf:55:The bathymetric data for the model grid construction has been compiled from the following sources:
EN010103-001083-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 10 EC2_B.pdf:8: Information supplied from a joint dataset compiled by The British Geological Survey and Public Health England.
EN010103-001074-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 1 EC1_A.pdf:8: Information supplied from a joint dataset compiled by The British Geological Survey and Public Health England.
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:87:used if required to drive a pile to its design depth and where the undertaker has established
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:87:procedures must be used to ensure incremental increase in pile power over a set time period until
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:99:used if required to drive a pile to its design depth and where the undertaker has established
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:100:procedures must be used to ensure incremental increase in pile power over a set time period until
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:629:supported on piled foundations socketed into bedrock and will be subject to high axial and lateral
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:629:These parameters are required for the determination of both axial and lateral pile resistance.
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:668:Unloading and reloading are a feature of many laboratory material test procedures and pile loading
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:672:directly applicable to the analysis of radial consolidation or cylindrical cavity expansion due to pile
EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf:672:such as under a footing or round an axially loaded pile.
EN010103-001111-NZT DCO 6.4.22 ES Vol III Appendix 12E Reptile Survey Report.pdf:6: Suitable Habitat for reptiles: south facing banks and hedgerows for hibernation and basking sites, piles of rock / debris for
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:5: underlain by low strength, Injury to site workers, If necessary, adopt piled
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:5: composition underlain by If necessary, adopt piled
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:5: cross fall of buried utilities. If necessary, adopt piled
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:5: piles to accommodate
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:6: If necessary, adopt piled
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:6:Infrastructure – General cobble and boulder sized steel piles or loss of plan
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:7: pile foundations from replacement of
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:7: tunnel within the former proposed pile foundation
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:7: on buried pile foundations.
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:7:construction – pile compressible and / or ‘necking’ of pile shafts formed
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:7: water pressures at pile toes
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:8: rotary bored piled
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:8:construction – pile the glacial drift soils achieve pile design toe
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:8: the presence of Glacial Till damage to piles if required,
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:8: Appropriate pile technique
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:8: (Diamicton) below the or piles which do meet
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:8: logs, this may in part be any required pile positions if
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:8: segmental piles if
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:9:Difficult foundation Presence of strong bands 3 3 9 Unable to achieve design pile Development specific GI.
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:9:construction – pile of limestone and / or toe levels.
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:9: piles if piling necessary.
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:10: sleeving to protect any piles
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:10:Contamination of Piled foundations may 3 5 15 Release of leachable GI and groundwater quality
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:11: bored piled foundations to
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:13: pile foundations associated non-intrusive geophysical
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:14: sheet pile cut off.
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:19: pile foundations associated non-intrusive geophysical
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:20: sheet pile cut off.
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:25: pile foundations associated non-intrusive geophysical
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:27: sheet pile cut off.
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:31: pile foundations associated non-intrusive geophysical
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:32: sheet pile cut off.
EN010103-002066-NZT DCO 8.4 - Marine Management Organisation SoCG (Clean) August 2022 (D6).pdf:18: mitigation for piling percussive/impact piling might be necessary to drive the pile to
EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf:10: matters application for a monopile manufacturing facility for SeAH and is
EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf:10: (Reserved Matters for first end user SeAH Monopile Manufacturing
EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf:11: SeAH’s proposed monopile manufacturing facility.
EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf:18: available stockpiled fill materials from within the Teesworks site.
EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf:65: using either piled or raft foundations. The rationale for the selection of the
EN010103-002078-NZT DCO - 9.27 Applicants’ Response to the ExA's Second Written Questions - August 2022 (D6).pdf:292: A High-Level Risk Register has been compiled for the directional drills.
EN010103-001526-NZT-ExQ1.pdf:9: v) Where have the visual effects of stockpiles been accounted for?
EN010103-001526-NZT-ExQ1.pdf:27: Can the Applicants outline the construction activities, such as use of HDD and pin piles which
EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:35: confirmed that bored piling is recommended for installing all piles.
EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:44: by pile driving construction for offshore windfarms (Brandt, 2011). The construction
EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:57:6.1.8 For decommissioning, it is likely that installed piles will be cut off below the surface
EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:73: UXOs (as reported by Tougaard et al., 2013, for large diameter monopiles19) is 26 km
EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:87: porpoises to pile driving at the Horns Rev II offshore wind farm in the Danish
EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:92: of potential broad-scale impacts on harbour porpoise from proposed pile
EN010103-001588-NZT DCO 8.6 - NE SoCG - May 2022.pdf:15: installation of bored piles at the PCC Site.
EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:34: piles.
EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:43: by pile driving construction for offshore windfarms (Brandt, 2011). The construction
EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:56:6.1.8 For decommissioning, it is likely that installed piles will be cut off below the surface
EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:79: porpoises to pile driving at the Horns Rev II offshore wind farm in the Danish
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:9: stockpiled within the Site boundary before either beneficial re-use on site for
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:9: outlined in Table 5A-3 below. Spoil will be stockpiled in areas at low risk of
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:9: the laydown area at Seal Sands. The size of the stockpile(s) will be minimised
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:9: removal. Stockpile heights will therefore be low and there is sufficient area
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:9: watercourses, and the stockpiles will be visually monitored for wash away
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:11: • Stockpiles and mounds will be kept away from sensitive receptors,
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:12: • Materials stockpiles likely to generate dust will be enclosed or
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:15: and it is to be stockpiled for longer than a two-week period, the
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:15: from the stockpile will be prevented from draining to a watercourse
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:17: • Exposed ground and stockpiles would be protected as appropriate
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:19: excavation could be enclosed with either sheet-pile or a diaphragm
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:35: piles.
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:44: by pile driving construction for offshore windfarms (Brandt, 2011). The construction
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:57:6.1.8 For decommissioning, it is likely that installed piles will be cut off below the surface
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:72: UXOs (as reported by Tougaard et al., 2013, for large diameter monopiles18) is 26 km
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:84: porpoises to pile driving at the Horns Rev II offshore wind farm in the Danish North
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:88: potential broad-scale impacts on harbour porpoise from proposed pile driving
EN010103-000827-NZT DCO 2.1 - Draft Development Consent Order.pdf:89:used if required to drive a pile to its design depth. If percussive piling is necessary, soft-start
EN010103-000827-NZT DCO 2.1 - Draft Development Consent Order.pdf:89:procedures must be used to ensure incremental increase in pile power over a set time period until
EN010103-000827-NZT DCO 2.1 - Draft Development Consent Order.pdf:103:used if required to drive a pile to its design depth. If percussive piling is necessary, soft-start
EN010103-000827-NZT DCO 2.1 - Draft Development Consent Order.pdf:103:procedures must be used to ensure incremental increase in pile power over a set time period until
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:34: piles.
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:43: by pile driving construction for offshore windfarms (Brandt, 2011). The construction
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:55:6.1.8 For decommissioning, it is likely that installed piles will be cut off below the surface
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:79: porpoises to pile driving at the Horns Rev II offshore wind farm in the Danish
EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:44: by pile driving construction for offshore windfarms (Brandt, 2011). The construction
EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:57:6.1.8 For decommissioning, it is likely that installed piles will be cut off below the surface
EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:81: porpoises to pile driving at the Horns Rev II offshore wind farm in the Danish North
EN010103-001585-NZT DCO 8.3 - STDC TVCA Teesworks SoCG - May 2022.pdf:35: arisings; would be temporarily stockpiled within the Order duration of storage of arisings from the tunnel Not Yet
EN010103-001585-NZT DCO 8.3 - STDC TVCA Teesworks SoCG - May 2022.pdf:35: stockpiled on site and for how long. development.
EN010103-002246-NZT DCO - 9.34 Updated List of Developments (Tracked) - Sept 2022 (D8).pdf:29: TEES DOCK ROAD AREA, INSTALLATION OF SPRINKLER TANK monopile facility linked to ID 73, ID that that all trips associated associated with ID 73 which
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:54:Works, a fuel oil storage depot and more recently South demolished and infilled during the 1950’s, and then area is used to stockpile raw materials including 2.11.3 SUMMARY
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:54:stockpiled to the west of the By-Products works. bedrock between 6m and 9m below ground level. waste, although this may not have ever been used. levels, as well as encapsulation and capping strategies.
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:60:coal tar stockpiles above ground at South Bank. Stations fencing and security in place. The Teesdale Way crosses
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:93:other for alternative energy generation (e.g. photovoltaics). monopiles and transition pieces; top sides; blades; nacelles;
EN010103-001766-NZT DCO 9.8 - Appendix PPL.1.3a - South Tees Regeneration Master Plan - June 2022.pdf:110: nections to depths ranging from 7.0m to 10.5m, and reconstruction gravity foundations; monopiles and transition pieces; top
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:9: stockpiled within the Site boundary before either beneficial re-use on site for
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:9: outlined in Table 5A-3 below. Spoil will be stockpiled in areas at low risk of
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:9: the laydown area at Seal Sands. The size of the stockpile(s) will be minimised
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:9: removal. Stockpile heights will therefore be low and there is sufficient area
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:9: watercourses, and the stockpiles will be visually monitored for wash away
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:11: • Stockpiles and mounds will be kept away from sensitive receptors,
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:12: • Materials stockpiles likely to generate dust will be enclosed or
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:15: and it is to be stockpiled for longer than a two-week period, the
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:15: from the stockpile will be prevented from draining to a watercourse
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:17: • Exposed ground and stockpiles would be protected as appropriate
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:19: excavation could be enclosed with either sheet-pile or a diaphragm
EN010103-001983-NZT DCO 8.3 - STDC SoCG - August 2022(D5) - Tracked.pdf:57: arisings; would be temporarily stockpiled within the Order duration of storage of arisings from the tunnel Not Yet
EN010103-001983-NZT DCO 8.3 - STDC SoCG - August 2022(D5) - Tracked.pdf:57: stockpiled on site and for how long. development. Following the applicants response,
EN010103-001983-NZT DCO 8.3 - STDC SoCG - August 2022(D5) - Tracked.pdf:57: stockpiles will consequentially be small. response is vague and provides no certainty,
EN010103-001983-NZT DCO 8.3 - STDC SoCG - August 2022(D5) - Tracked.pdf:57: The removal of the new build tunnel option, and duration of stockpiled material and its
EN010103-001776-NZT DCO 9.8 - Appendix GEN.1.2 Position Statement Hornsea Project Four and BP - June 2022.pdf:24:technologies can be compiled to provide full coverage. This layout would need to be investigated by the
EN010103-001776-NZT DCO 9.8 - Appendix GEN.1.2 Position Statement Hornsea Project Four and BP - June 2022.pdf:31:4. This work has otherwise been compiled independently from Ørsted and BP and any other project
EN010103-001776-NZT DCO 9.8 - Appendix GEN.1.2 Position Statement Hornsea Project Four and BP - June 2022.pdf:53: • Interference cause by reflection off turbine foundations such as monopiles and jacket piles
EN010103-001776-NZT DCO 9.8 - Appendix GEN.1.2 Position Statement Hornsea Project Four and BP - June 2022.pdf:56:28. Measurements were taken using Bruel & Kjaer hydrophones during pile driving construction
EN010103-001776-NZT DCO 9.8 - Appendix GEN.1.2 Position Statement Hornsea Project Four and BP - June 2022.pdf:56:and Burbo Bank. The diameter of the monopiles varied from 4 – 4.7 m in diameter. These determined
EN010103-001776-NZT DCO 9.8 - Appendix GEN.1.2 Position Statement Hornsea Project Four and BP - June 2022.pdf:56:understanding the impact that pile driving has on marine mammals and fish populations in the area.
EN010103-001776-NZT DCO 9.8 - Appendix GEN.1.2 Position Statement Hornsea Project Four and BP - June 2022.pdf:56:foundations such as monopiles and jackets can interfere with seismic data. However, after engagement
EN010103-001776-NZT DCO 9.8 - Appendix GEN.1.2 Position Statement Hornsea Project Four and BP - June 2022.pdf:88:other MMV technologies can be compiled to provide full coverage. This layout would need to be
EN010103-001776-NZT DCO 9.8 - Appendix GEN.1.2 Position Statement Hornsea Project Four and BP - June 2022.pdf:90:manufactures and models. The interference caused by the monopiles and even noise generated by the
EN010103-001776-NZT DCO 9.8 - Appendix GEN.1.2 Position Statement Hornsea Project Four and BP - June 2022.pdf:189: drilling activity on turbine piled structures and conversely piling activity near wells and
EN010103-002521-NZT DCO 9.48 - Applicants' Comments on D11 Submissons - Nov 2022 (D12).pdf:27: pile foundations or detonation of explosives are
EN010103-002521-NZT DCO 9.48 - Applicants' Comments on D11 Submissons - Nov 2022 (D12).pdf:27: impact pile driving / detonation of explosives to
EN010103-002521-NZT DCO 9.48 - Applicants' Comments on D11 Submissons - Nov 2022 (D12).pdf:27: completion of impact pile driving/detonation of
EN010103-002521-NZT DCO 9.48 - Applicants' Comments on D11 Submissons - Nov 2022 (D12).pdf:27: dates of impact pile driving / detonation of
EN010103-001120-NZT DCO 6.4.36 ES Vol III Appendix 16A Transportation Assessment Part 1.pdf:52: been compiled and it is estimated that there would be circa 1 HGV per day
EN010103-001779-NZT DCO 9.8 - Appendix BIO.1.39 Example Marine Pollution Contingency Plan - June 2022.pdf:11: weather and impact to environment stockpile onboard ERRV/PSV. Before spraying request a test of the amenability parameters and fate
EN010103-001842-South Tees Development Corporation - Comments on responses to the ExA’s ExQ1.pdf:2:provide details as to the location and quantities of any arisings being stored / stockpiled in the Order
EN010103-001854-8.3 - STDC SoCG (Tracked) - June 2022(D3).pdf:53: arisings; would be temporarily stockpiled within the duration of storage of arisings from the tunnel Not Yet
EN010103-001854-8.3 - STDC SoCG (Tracked) - June 2022(D3).pdf:53: required to be stockpiled on site and for how development.
EN010103-001854-8.3 - STDC SoCG (Tracked) - June 2022(D3).pdf:53: and stockpiles will consequentially be small. representation.
EN010103-001854-8.3 - STDC SoCG (Tracked) - June 2022(D3).pdf:53: following acceptance by the ExA on 6th May amount, location, and duration of stockpiled
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:216: independently compiled, points to a capacity gap which at both the upper and lower ranges of
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:219: independently compiled, points to a capacity gap which at both the upper and lower ranges of
EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:35: confirmed that bored piling is recommended for installing all piles.
EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:44: by pile driving construction for offshore windfarms (Brandt, 2011). The construction
EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:56:6.1.8 For decommissioning, it is likely that installed piles will be cut off below the surface
EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:72: UXOs (as reported by Tougaard et al., 2013, for large diameter monopiles19) is 26 km
EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:85: porpoises to pile driving at the Horns Rev II offshore wind farm in the Danish
EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:90: of potential broad-scale impacts on harbour porpoise from proposed pile
EN010103-002384-Marine Management Organistation - Comments on any other information submitted at Deadline 10.pdf:5: (1) Only when driven or part-driven pile foundations or detonation of
EN010103-002384-Marine Management Organistation - Comments on any other information submitted at Deadline 10.pdf:5: on the expected location, start and end dates of impact pile driving /
EN010103-002384-Marine Management Organistation - Comments on any other information submitted at Deadline 10.pdf:5: (b) within 12 weeks of completion of impact pile driving/detonation of
EN010103-002384-Marine Management Organistation - Comments on any other information submitted at Deadline 10.pdf:5: explosives, information on the locations and dates of impact pile
EN010103-001090-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 17 EC2_I.pdf:8: Information supplied from a joint dataset compiled by The British Geological Survey and Public Health England.
EN010103-002185-NZT DCO - 9.34 Updated List of Developments - Response to SWQ GEN.2.2(i) - Sept 2022 (D7).pdf:31: TEES DOCK ROAD AREA, INSTALLATION OF SPRINKLER TANK monopile facility linked to ID 73, ID that that all trips associated with ID 73 which is EIA
EN010103-001135-NZT DCO 6.4.45 ES Vol III Appendix 20B- Navigational Risk Assessment Part 2.pdf:4: ! Pile
EN010103-002635-NZT DCO 8.4 - MMO SoCG - Final (signed) - Nov 2022 (D13).pdf:19: mitigation for piling percussive/impact piling might be necessary to drive the pile to
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:39:6. Information so far compiled about the Project’s environmental impacts is contained in a Preliminary
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:49:6. Information so far compiled about the Project’s environmental
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:50: The Order will come into operation on Thursday 9th July 2020 and 6. Information so far compiled about the Project’s environmental impacts is contained in a Preliminary
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:51:Schedule 1 - Temporary Road Closure 6. Information so far compiled about the Project’s environmental impacts is contained in a
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:53: 6. Information so far compiled about the Project’s environmental impacts is contained in a Preliminary Environmental Information (‘PEI’) Report and summarised in a Non-Technical Summary.
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:60:6. Information so far compiled about the Project’s environmental impacts is contained in a Preliminary
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:97:6. Information so far compiled about the Project’s environmental impacts is contained in a Preliminary
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:102:6. Information so far compiled about the Project’s environmental impacts is contained in a Preliminary
EN010103-001162-NZT DCO 1.4 - Notices for Non-Statutory_Statutory Publicity.pdf:117:6. Information so far compiled about the Project’s environmental impacts is contained in a Preliminary
EN010103-002239-NZT DCO 8.6 - Natural England SoCG (Clean) - Sept 2022(D8).pdf:14: installation of bored piles at the PCC Site.
EN010103-002637-NZT DCO 8.6 - Natural England SoCG - Final (signed) - Oct 2022 (D13).pdf:15: installation of bored piles at the PCC Site.
EN010103-000821-NZT DCO 3.3 - Funding Statement - Appendix 7.pdf:83: suggestions that more needs to be done to to return from maternity leave, we have compiled a list of leading senior examples who flex their work
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:9: comprised within the approved design package and shall compile and maintain a register of the date
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:10: documents comprising any approved change request and compile and maintain a register of the date
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:18: documents comprised within the approved design package and shall compile and maintain a
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:19: documents comprising any approved change request and compile and maintain a register of the
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:20: stockpiled for longer than a two-week period, the
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:20: runoff from the stockpile will be prevented from
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:32: rotary bored piled foundations to remove potential
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:34:ES Chapter 10 - Geology, Hydrogeology and Excavated soils will be stockpiled and re-used within 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:63:Assessment stockpiles would be protected as appropriate and 16: Construction Environmental Management Plan
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:16: not practical, and it is to be stockpiled for longer than a two-week period, the material will either
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:16: from the stockpile will be prevented from draining to a watercourse without prior treatment. If Requirement 11: Surface and foul water
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:25: required, consideration will be given to construction of cased rotary bored piled foundations to
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:26:ES Chapter 10 - Geology, Excavated soils will be stockpiled and re-used within landscaping areas, where practicable. DCO Schedule 2 (Document Ref. 2.1):
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:48:ES Appendices 5A - Management of Spillage Risk: Exposed ground and stockpiles would be protected as DCO Schedule 2 (Document Ref. 2.1):
EN010103-000830-NZT DCO 5.5 - Electricity Grid Connection Statement.pdf:13: strip and stockpile topsoil (if required);
EN010103-001875-Redcar and Cleveland Borough Council.pdf:127: Compiled during a holiday at Redcar in 1865. Reference U/ML(3) 1.36, Teesside Archives.
EN010103-001077-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 4 EC1_D.pdf:8: Information supplied from a joint dataset compiled by The British Geological Survey and Public Health England.
EN010103-002405-NZT DCO - 9.34 Updated List of Developments - Oct 2022 (D11) (Clean).pdf:29: TEES DOCK ROAD AREA, INSTALLATION OF SPRINKLER TANK monopile facility linked to ID 73, ID that that all trips associated associated with ID 73 which
EN010103-001087-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 14 EC2_F.pdf:8: Information supplied from a joint dataset compiled by The British Geological Survey and Public Health England.
EN010103-001214-NZT DCO 2.1 - Draft Development Consent Order - Oct 2021 Rev.2.0.pdf:89:used if required to drive a pile to its design depth. If percussive piling is necessary, soft-start
EN010103-001214-NZT DCO 2.1 - Draft Development Consent Order - Oct 2021 Rev.2.0.pdf:89:procedures must be used to ensure incremental increase in pile power over a set time period until
EN010103-001214-NZT DCO 2.1 - Draft Development Consent Order - Oct 2021 Rev.2.0.pdf:103:used if required to drive a pile to its design depth. If percussive piling is necessary, soft-start
EN010103-001214-NZT DCO 2.1 - Draft Development Consent Order - Oct 2021 Rev.2.0.pdf:103:procedures must be used to ensure incremental increase in pile power over a set time period until
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:34: piles.
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:44: by pile driving construction for offshore windfarms (Brandt, 2011). The construction
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:57:6.1.8 For decommissioning, it is likely that installed piles will be cut off below the surface
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:81: porpoises to pile driving at the Horns Rev II offshore wind farm in the Danish North
EN010103-001079-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 6 EC1_F.pdf:8: Information supplied from a joint dataset compiled by The British Geological Survey and Public Health England.
EN010103-Advice-00009-1-210419 - Net Zero Teesside FINAL with draft docs feedback.pdf:1:development plan for Endurance are currently being compiled, with application
EN010103-001915-NZT DCO 9.20 - Applicants response to Orsted HP4 D3 Submission July 2022 (D4).pdf:17: compile a report. bp was not in fact aware that such a report had been
EN010103-001982-NZT DCO 8.3 - STDC SoCG - August 2022(D5) - Clean.pdf:52: arisings; would be temporarily stockpiled within the Order duration of storage of arisings from the tunnel
EN010103-001982-NZT DCO 8.3 - STDC SoCG - August 2022(D5) - Clean.pdf:52: stockpiled on site and for how long. development. Following the applicants response,
EN010103-001982-NZT DCO 8.3 - STDC SoCG - August 2022(D5) - Clean.pdf:52: stockpiles will consequentially be small
EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:6:Section 14.2 (Foundations) indicates that piles may be a potential foundation
EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:7:structures which may form preferential pathways and proposed piled foundation
EN010103-001516-TEXT_ISH2_Session2_NetZeroTeeside_11052022.pdf:6:Jeff Allah compiled for the applicants so yes, we're happy to make that amendment and
EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:3: highlighted how the adoption of the proposed foundations / pile design
EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:9: highlighted how the adoption of the proposed foundations / pile design
EN010103-002039-South Tees Development Corporation - Responses to the ExA’s ExQ2.pdf:3: stockpiled fill materials available on the
EN010103-002039-South Tees Development Corporation - Responses to the ExA’s ExQ2.pdf:10: £400 million wind turbine monopile factory,
EN010103-000906-NZT DCO 6.2.22 ES Vol I Chapter 22 Major Accidents and Natural Disasters.pdf:18: location of stockpiles away
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:9: stockpiled within the Site boundary before either beneficial re-use on site for
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:9: outlined in Table 5A-3 below. Spoil will be stockpiled in areas at low risk of
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:9: the laydown area at Seal Sands. The size of the stockpile(s) will be minimised
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:9: removal. Stockpile heights will therefore be low and there is sufficient area
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:9: watercourses, and the stockpiles will be visually monitored for wash away
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:11: • Stockpiles and mounds will be kept away from sensitive receptors,
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:12: • Materials stockpiles likely to generate dust will be enclosed or
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:15: and it is to be stockpiled for longer than a two-week period, the
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:15: from the stockpile will be prevented from draining to a watercourse
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:17: • Exposed ground and stockpiles would be protected as appropriate
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:19: excavation could be enclosed with either sheet-pile or a diaphragm
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:89:used if required to drive a pile to its design depth and where the undertaker has established
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:89:procedures must be used to ensure incremental increase in pile power over a set time period until
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:102:used if required to drive a pile to its design depth and where the undertaker has established
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:102:procedures must be used to ensure incremental increase in pile power over a set time period until
EN010103-001081-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 8 EC1_H.pdf:8: Information supplied from a joint dataset compiled by The British Geological Survey and Public Health England.
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:27: water bodies, has been compiled. This is shown in Table 9C-6, and
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:68: • Creation of new linkages (e.g. pile foundation construction through
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:68: existing Made Ground into underlying natural soils or bedrock, pile
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:69: water runoff from earth stockpiles, dewatering of excavations (surface and
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:72: lagoons, tanks, seeding / covering of earth stockpiles, earth bunds, straw
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:72: is not possible, and it is to be stockpiled for longer than a two-week period,
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:72: promote vegetation growth. In all situations, runoff from the stockpile will
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:82: sounds relating to drilling of pin piles for installation of the outfall head, rock
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:166:The bathymetry data for the model has been compiled from a number of sources: PD Teesport Redcar
EN010103-002054-NZT DCO 5.5 Electricity Grid Connection Statement (Clean) August 2022 (D6).pdf:13: • strip and stockpile topsoil (if required);
EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:35: confirmed that bored piling is recommended for installing all piles.
EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:45: by pile driving construction for offshore windfarms (Brandt, 2011). The construction
EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:57:6.1.8 For decommissioning, it is likely that installed piles will be cut off below the surface
EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:71: UXOs (as reported by Tougaard et al., 2013, for large diameter monopiles18) is 26 km
EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:83: porpoises to pile driving at the Horns Rev II offshore wind farm in the Danish
EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:88: of potential broad-scale impacts on harbour porpoise from proposed pile
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:89:used if required to drive a pile to its design depth and where the undertaker has established following
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:89:be used to ensure incremental increase in pile power over a set time period until full operational
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:102:used if required to drive a pile to its design depth and where the undertaker has established following
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:102:be used to ensure incremental increase in pile power over a set time period until full operational
EN010103-002512-NZT DCO 8.6 - Natural England SoCG - Final (signed) - Nov 2022 (D12).pdf:15: installation of bored piles at the PCC Site.
EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf:136: Buckeye Products Pileline LP 14.66 % E United States United States
EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf:178: Survey, which compiles the views and suggestions for improvement of
EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf:288: compiled after internal analysis to assess the facts and to determine the
EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf:301: supplies and compiled a new Cobalt Reporting Template (CRT) for Saft’s
EN010103-002628-NZT DCO 3.3 - Funding Statement - Appendix 4 - Total - Nov 2022 (D13).pdf:390: TABLE COMPILED IN ACCORDANCE WITH ARTICLE L. 225-37-4, 3° OF THE FRENCH COMMERCIAL CODE SUMMARIZING
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:96:used if required to drive a pile to its design depth and where the relevant undertaker has
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:96: (a) soft-start procedures must be used to ensure incremental increase in pile power over a set
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:98: 32.—(1) Only when driven or part-driven pile foundations or detonation of explosives are
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:99: location, start and end date of impact pile driving / detonation of explosives to satisfy the
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:99: (b) within 12 weeks of completion of impact pile driving / detonation of explosives,
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:99: information on the locations and dates of impact pile driving / detonation of explosives to
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:108:used if required to drive a pile to its design depth and where the relevant undertaker has
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:108: (a) soft-start procedures must be used to ensure incremental increase in pile power over a set
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:111: 32.—(1) Only when driven or part-driven pile foundations or detonation of explosives are
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:111: location, start and end dates of impact pile driving / detonation of explosives to satisfy the
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:111: (b) within 12 weeks of completion of impact pile driving / detonation of explosives,
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:111: information on the locations and dates of impact pile driving / detonation of explosives to
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:232:documents comprised within the approved design package and shall compile and maintain a
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:233:the documents comprising any approved change request and compile and maintain a register of the
EN010103-002245-NZT DCO - 9.34 Updated List of Developments (Clean) - Sept 2022(D8).pdf:29: TEES DOCK ROAD AREA, INSTALLATION OF SPRINKLER TANK monopile facility linked to ID 73, ID that that all trips associated associated with ID 73 which
EN010103-001150-NZT DCO 6.4.48 ES Vol III Appendix 24C Statement of Combined Effects.pdf:10:Flood Risk and the surface waterbodies and where relevant to the assessment, groundwater waterbodies, was compiled which include the Tees Estuary, Tees
EN010103-001150-NZT DCO 6.4.48 ES Vol III Appendix 24C Statement of Combined Effects.pdf:15: is a distance the JNCC have identified that harbour porpoise may be displaced from due to sound arising from pile-driving or unexploded ordnance
EN010103-001150-NZT DCO 6.4.48 ES Vol III Appendix 24C Statement of Combined Effects.pdf:17: • materials stockpiles likely to generate dust will be enclosed or securely sheeted, damped down
EN010103-001150-NZT DCO 6.4.48 ES Vol III Appendix 24C Statement of Combined Effects.pdf:36: Furthermore, both the drilling of pin piles and dredging as part of the onshore
EN010103-001637-ClientEarth - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:410:(A) the underlying data used to compile or prepare such price source:
EN010103-001637-ClientEarth - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:411:(B) the methodology used by the administrator to prepare and compile such price source:
EN010103-001637-ClientEarth - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:423:(A) the underlying data used to compile or prepare such price source:
EN010103-001637-ClientEarth - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:423:(B) the methodology used by the administrator to prepare and compile such price source:
EN010103-002236-NZT DCO 8.4 - MMO SoCG (Tracked) - Sept 2022(D8).pdf:18: mitigation for piling percussive/impact piling might be necessary to drive the pile to
EN010103-001078-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 5 EC1_E.pdf:8: Information supplied from a joint dataset compiled by The British Geological Survey and Public Health England.
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:35: piles.
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:45: by pile driving construction for offshore windfarms (Brandt, 2011). The construction
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:58:6.1.8 For decommissioning, it is likely that installed piles will be cut off below the surface
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:74: UXOs (as reported by Tougaard et al., 2013, for large diameter monopiles18) is 26 km
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:86: porpoises to pile driving at the Horns Rev II offshore wind farm in the Danish North
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:90: potential broad-scale impacts on harbour porpoise from proposed pile driving
EN010103-001472-NZT DCO 2.1 - Draft DCO - Apr 2022.pdf:83:used if required to drive a pile to its design depth. If percussive piling is necessary, soft-start
EN010103-001472-NZT DCO 2.1 - Draft DCO - Apr 2022.pdf:83:procedures must be used to ensure incremental increase in pile power over a set time period until
EN010103-001472-NZT DCO 2.1 - Draft DCO - Apr 2022.pdf:94:used if required to drive a pile to its design depth. If percussive piling is necessary, soft-start
EN010103-001472-NZT DCO 2.1 - Draft DCO - Apr 2022.pdf:94:procedures must be used to ensure incremental increase in pile power over a set time period until
EN010103-002511-NZT DCO 8.3 - STDC SoCG (Tracked) - Nov 2022 (D12).pdf:61: arisings; would be temporarily stockpiled within the Order duration of storage of arisings from the tunnel
EN010103-002511-NZT DCO 8.3 - STDC SoCG (Tracked) - Nov 2022 (D12).pdf:61: stockpiled on site and for how long. development. Following the applicants response,
EN010103-002511-NZT DCO 8.3 - STDC SoCG (Tracked) - Nov 2022 (D12).pdf:61: stockpiles will consequentially be small
EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf:140: Buckeye Products Pileline LP 14.66 % E United States United States
EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf:167: which compiles the views and suggestions for improvement of tens of Thanks to its motivated, enterprising workforce, the Group can carry out
EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf:265:reported to the Security division, and a report is compiled after internal
EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf:273:suppliers to provide information about their cobalt supplies and compiled
EN010103-000818-NZT DCO 3.3 - Funding Statement - Appendix 4.pdf:349: Table compiled in accordance with Article L. 22-10-10 3° (formerly L. 225-37-4) of the French Commercial Code
EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:86:used if required to drive a pile to its design depth and where the undertaker has established
EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:86:procedures must be used to ensure incremental increase in pile power over a set time period until
EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:99:used if required to drive a pile to its design depth and where the undertaker has established
EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:99:procedures must be used to ensure incremental increase in pile power over a set time period until
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:13: stockpiles which formed an east to west aligned mound present across the
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:15: considered to present a potential dissolution hazard to piled
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:20: future pile positions.
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:20: driven and continuous flight auger (CFA) piles were discussed. Arcadis
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:20: deposits it would be prudent to transfer pile loads into bedrock below the
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:20: not be necessary. It was recognised that pile construction would be
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:20: also noted that piles will need to be identified to accommodate axial and
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:20: the slag, this could be accommodated by sleeving the piles through the
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:21: • Probing at future pile locations to clear positions of obstructions and
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:22: anomaly in an attempt to define the feature. A pile offset distance could
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:65: construction works such as but not restricted to: piled foundations, heavily
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:67: construction works such as but not restricted to: piled foundations, heavily
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:122: pond at ~NGR E:455518 N:522197 and tips / storage piles. This
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:213:10.10.28 Piled foundations are likely to be required for heavily loaded structures on
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:213: it is likely that piles will need to be augured or bored into underlying
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:214: operations in combination with the use of rotary bored piles.
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:214: to be piled to reduce differential movements, particularly for settlement
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:214: support the pile bores within thick granular (coarse) Made Ground and Tidal
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:214: Flat Deposits below groundwater level and pile bores would therefore need
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:214: unpredictable additional uplift and lateral loading on piles after installation.
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:214: Piled foundations will need to be designed to accommodate additional
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:214: this form of construction would be more expensive than conventional piled
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:214: required at each pile position before the start of pile construction to prove
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:247: provide mitigation (for example removal of sources and / or increasing pile
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:260: compressible Tidal Flat Deposits and Injury to site workers, development Adopt piled foundations to transfer
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:260:ground chemical composition underlain by ground displacement. Adopt piled foundations to transfer
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:260: the former sinter plant undertaken by the connections / cross fall of buried Adopt piled foundations to transfer
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:260: brick walls and uneven pavements] sleeved piles to accommodate lateral
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:260: rise in groundwater levels. Adopt piled foundations to transfer
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:261:construction including gravel, cobble and boulder to driven concrete or steel piles or loss including geophysics.
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:261:General possibly pile foundations from former foundations, ground slabs, road / obstructions.
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:261: [Arcadis SCR reported the presence planned. proposed pile foundation positions.
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:262:foundation saturated soils of pile shafts formed using continuous Adequate design for the ground conditions
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:262:pile foundations Volume II, Document Ref. 6.3) Appropriate techniques selection including
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:262: shows that Blown Sand, Tidal Flat balancing of pore water pressures at pile toes
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:262: below the Artificial Ground]. Consider adopting cased rotary bored piled
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:262: Monitoring of pile installation process using
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:262:Difficult Natural obstructions within the 3 2 6 Unable to achieve pile design toe levels. Ground investigation.
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:262:foundation glacial drift soils present below the Construction results in damage piles, or Adequate design for the ground conditions
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:262:construction – site. piles which do meet specified out of proved on site.
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:262:pile foundations [Arcadis GRAR reported the plan and / or verticality tolerances. Appropriate pile technique selection.
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:262: presence of Glacial Till (Diamicton) Construction delay; increase in cost and Carry out advanced probing at pile positions.
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:262: segmental piles.
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:263:Difficult Presence of strong bands of 3 3 9 Unable to achieve design pile toe levels. Development specific ground investigation.
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:263:pile foundations Figure 10-2: Superficial Geology (ES Slow progress during construction, Appropriate technique selection, including
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:263: segmental piles.
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:263: [Arcadis GRAR reports Design Sulphate attack to buried concrete sleeving to protect piles installed through the
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:264:Contamination Piled foundations create source – 3 5 15 Release of leachable contaminants into Ground investigation and groundwater quality
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:264: Construction delays; increase in cost. Consider adopting cased rotary bored piled
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:265:Infrastructure tunnels and possibly pile foundations possible redesign. including non-intrusive geophysical surveys
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:268:Infrastructure tunnels and possibly pile foundations possible redesign. including non-intrusive geophysical surveys
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:272:Infrastructure tunnels and possibly pile foundations possible redesign. including non-intrusive geophysical surveys
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:275:Infrastructure tunnels and possibly pile foundations possible redesign. including non-intrusive geophysical surveys
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:309:large stockpiles of mixed materials and slag (left hand side) and broken concrete
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:310:Plate 14 – View looking west showing stockpiles, former refuelling area and
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:79: works include water runoff from earth stockpiles, dewatering of excavations
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:82: compacted soils and the presence of stockpiled materials and equipment
EN010103-001080-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 7 EC1_G.pdf:8: Information supplied from a joint dataset compiled by The British Geological Survey and Public Health England.
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:10: pin pile drilling to secure the structure
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:61: drilling of the pin piles for installation of the outfall head;
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:61: sound from pile driving (158 dB SELss re. 1μPa2·s) (Spiga et al., 2016).
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:64:Drilling of pin piles Non impulsive 165 (rms) 15 Washington State
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:69: impulsive sound sources, including drilling of pin piles, dredging and vessel
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:69:Drilling of pin piles <10 m 32 m
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:69:14.6.95 Both the drilling of pin piles and dredging may need to be undertaken in the
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:76: area. For example, the drilling of pin piles is an intermittent activity, which often
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:77:14.6.127 For drilling of pin piles, PTS in all marine mammals is predicted to occur
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:77:Marine mammal Exposure Drilling of pin piles Dredging/MBT Marine vessel
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:78: 7356 m for dredging and 1000 m for pin pile drilling. This indicates that
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:78: In light of this, using non-impact piling methods (only drilling of pin piles
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:105: of pin piles and dredging as part of the Proposed Development, are to be
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:113: Development (such as the drilling of pin piles).
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:115: California Department of Transportation (2007). Compendium of Pile
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:118: (2012). Effects of exposure pile driving sounds on the lake sturgeon, Nile
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:118: Illingworth and Rodkin Inc. (2016). Pile-Driving Noise Measurements at
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:118: https://www.navymarinespeciesmonitoring.us/files/4814/9089/8563/Pile-
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:123: Spiga, I., Caldwell, G.S., and Bruintjes, R. (2016). Influence of pile driving
EN010103-000917-NZT DCO 6.2.24 ES Vol I Chapter 24 Cumulative and Combined Effects.pdf:74: both the drilling of pin piles and dredging as part of the Proposed
EN010103-001103-NZT DCO 6.4.16 ES Vol III Appendix 11A Construction Noise Assessment Methodol.pdf:4:(welding piles)
EN010103-001103-NZT DCO 6.4.16 ES Vol III Appendix 11A Construction Noise Assessment Methodol.pdf:6:Screen stockpiler 115 100 1 0 0 0 0 0 0 0
EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:35: confirmed that bored piling is recommended for installing all piles.
EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:44: by pile driving construction for offshore windfarms (Brandt, 2011). The construction
EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:56:6.1.8 For decommissioning, it is likely that installed piles will be cut off below the surface
EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:72: UXOs (as reported by Tougaard et al., 2013, for large diameter monopiles19) is 26 km
EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:86: porpoises to pile driving at the Horns Rev II offshore wind farm in the Danish
EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:91: of potential broad-scale impacts on harbour porpoise from proposed pile
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:4: 7.4.2 Deep pile foundations …………………………………………………………………………………………………. 24
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:4: 7.4.3 Piled rafts…………………………………………………………………………………………………………………. 25
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:5:Table 5 Deep pile foundations – advantages and disadvantages ……………………………………………………………. 27
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:6:• Continuous flight auger (CFA) piles and Bored cased piles are considered a favourable option for medium
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:6:• CFA piles and Bored cased piles are considered feasible for high threat structures to reduce the risk
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:6: soft clays and silts present at depth. However, Bored cased piles are most favourable as they will be able
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:6: restrict rock socket length, and these piles can advance through ground obstructions.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:6:• Driven cast-in-situ piles are considered a favourable option for medium threat structures to reduce the risk
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:6:• It may be beneficial to adopt a single deep foundation piled solution across all medium and high threat
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:10:Sinter Plant and Sinter Plant stockpile areas to the south. Land to the east comprises either open former industrial
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:24:Adoption of raft foundations is likely to provide reduced construction costs in comparison to deep pile foundations
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:24:7.4.2 Deep pile foundations
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:24:Pile foundations are used to transmit structural loads through weaker near-surface soils onto a more competent
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:24:bearing stratum at greater depth. The piles may be constructed as either as a single pile supporting a load bearing
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:24:column or as a group of piles supporting either the entire superstructure or heavily loaded parts of the structure.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:24:There are several different types of piles varying on the method of construction. The choice of pile will depend on
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:24:the ground conditions, pile performance requirements (working load and settlement tolerances), environmental
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:24:refers to the three classifications reported by BS EN 1997‑1:2004+A1:2013; driven piles, continuous flight auger
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:24:(CFA) piles and bored / bored cased piles. Table 5 summarises the advantages and disadvantages of these pile
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:24:The design of deep pile foundations should conform to the requirements of BS EN 1997‑1:2004+A1:2013 and BS
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:24:8004:2015+A1:2020. Section 4.1.3 of BS 8004:2015+A1:2020 states that deep pile foundations are “generally
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:24: • where the strata consist of fine soils of great thickness capable of supporting the piles by friction;
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:24:(Main Site) could result in unpredictable additional uplift and lateral loading on piles after installation. Piled
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:24:The foundation optioneering appraisal indicates that a deep piled foundation is not a cost effective foundation
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:24:The risk of encountering UXO poses additional hazards for all pile solutions and one option is not favoured
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:24:The foundation optioneering appraisal showed that driven piles may be appropriate for the proposed structures.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:24:The presence of obstructions within the Made Ground or hard layers within the natural strata is problematic for pile
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:24:driving. These may result in unacceptable structural damage (cracking / spalling) to driven concrete or steel piles
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:24:or loss of plan position and verticality tolerances. Vibrations generated during the pile driving process may also
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:24:cause damage to existing utility services. Driven steel piles may be susceptible to high chloride concentrations
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:25:Small diameter (600mm) driven-cast in situ piles may provide a viable foundation option for medium and high threat
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:25:supported by 576, 600mm diameter special heavy ‘Frankipiles’ installed on a 1.6m 2 grid (Jorden & Dobie, 1976).
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:25:piles with an enlarged base.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:25:CFA piles or bored piles were identified as a suitable pile foundation for both medium and high threat structures.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:25:CFA piles may be installed to a maximum depth of around 30m to be founded within Glacial Till or the underlying
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:25:Bedrock. These piles may accommodate all the load cases, i.e. initial loading, longer term creep, dynamic loading
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:25:the presence of obstructions in the Made Ground including buried foundations may prevent pile toe levels and
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:25:achieved CFA piles may not be able to resist predicted heave movements in the Made Ground or achieve the total
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:25:The Foundation optioneering appraisal showed that bored cased piles may also be suitable to support the proposed
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:25:structures. Bored cased piles have a larger load capacity than CFA piles as they can be constructed at larger
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:25:casing will provide support to the pile through the variable Made Ground, Tidal Flat Deposits and Glacial Till, while
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:25:There are a few options for bored piles to reduce the risk of heave from potentially swelling slag materials in the
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:25:Made Ground. Firstly, pile embedment can be extended deeper into the bedrock in order to ensure that skin friction
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:25:generated by the rock socket is greater than the potential uplift likely to be generated on the pile shaft over the
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:25:depth of expansive soils. Unlike CFA piles, bored cased piles can achieve greater depths and restrictions to achieve
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:25:an adequately long rock socket are not limited by the method of construction. Alternatively, a wider pile shaft can
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:25:be constructed at the bottom of the pile (i.e. under-reamed pile toes) to provide additional skin friction. A final option
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:25:that may be considered is the provision of permanent sleeving (e.g. bentonite / vermiculite) around the bored piles
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:25:resist uplift generated by heave. However, this form of construction may be more expensive than conventional piled
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:25:realised if shorter rock socket lengths could be formed using this option, in comparison to bored cased piles.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:25:7.4.3 Piled rafts
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:25:Piled rafts are a hybrid type of foundation where the structural load is transmitted to the ground via both a raft (as
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:25:for a shallow foundation) and a relatively small number of widely spaced piles. This technique can reduce the
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:25:number of piles, raft thickness, reinforcement grade and density if adopted in appropriate ground conditions. It
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:25:may also lead a simplification of foundation construction and time needed may be minimised. The adoption of piled
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:25:The system can be designed as a raft-enhanced pile group or a pile-enhanced raft. In a raft-enhanced pile group,
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:25:both the piles and raft are designed to work in a pseudo-elastic manner. The pile group bearing resistance will not
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:25:be fully mobilised at working load. Behaviour of this system is governed by the relative stiffness of the pile group
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:25:to the raft. The piles are usually stiffer than the raft and therefore will attract most of the load; the relative proportions
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:25:can be determined during design. In a pile-enhanced raft, piles are designed to mobilise their ultimate bearing
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:25:resistance with the raft carrying most of the design loads. In this arrangement piles can be located below heavily
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:25:loaded columns. The design is dependent on careful assessment of lower and upper bound pile bearing resistance
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:25:and the pile load-settlement behaviour must be ductile (i.e. the pile resistance must be maintained at relatively
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:26:Piled rafts may be more economic than conventionally designed pile groups and can significantly reduce structural
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:26:the complexities involved with piled rafts the viability of this technique is not considered in this report but could be
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:26:Structure floor slabs and connecting services / Infrastructure may also need to be piled to reduce differential
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:27:Table 5 Deep pile foundations – advantages and disadvantages
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:27: Driven piles Continuous Flight Auger (CFA) piles Bored piles / Bored Cased piles
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:27: Quality and soundness of pile can be inspected before driving; Suitable for constructing piles through sands, gravels, silts and clays Bored piles can offer higher capacities with potentially better
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:27: and limited penetration of weak rocks; economies than driven piles.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:27: (jointed precast concrete piles up to 40m) obstructions which cannot be penetrated by any form of displacement
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:27: Automated instrumentation of piling rigs allows monitoring of pile pile;
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:27: Displacement pile so spoil is not brought to the surface, so no need records; Bored cased piles may allow for advancement through obstructions
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:27: Wider pile spacing may be possible in comparison to driven piles. casing is installed;
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:27: Can be designed to withstand high bending and tensile stresses. Instrumented piles can be installed to measure load and settlement
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:27: Piles with a solid concrete core may carry up to 15MN; Installed without appreciable noise or vibration (i.e. minimal
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:27: Stabilising fluids used to support pile bores through unstable soils at
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:27: Driven cast-in-situ piles with enlarged bases have been successfully present due to weathering;
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:27: reamed pile toes to provide additional skin friction to reduce the risk
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:27: within and outside pile bores.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:27: In situ strength tests can be made in large-diameter pile boreholes;
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:27: Pile lengths of up to 50m and over 3m in diameter are feasible to
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:27: carry pile loads up to 30MN;
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:27: Wider pile spacing may be possible in comparison to driven piles.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:27: Instrumented piles can be installed to measure load and settlement
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:28: Driven piles Continuous Flight Auger (CFA) piles Bored piles / Bored Cased piles
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:28: Noise and vibration due to driving may be unacceptable; Risk of flighting causing ground instability during pile construction Concrete in shaft is susceptible to squeezing or necking in soft soils
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:28: Difficult to correct deviations once pile driving commences; to ground surface);
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:28: The length of unjointed pile types cannot be readily varied to intersect Not appropriate in ground containing frequent and substantial weak fractured rocks, low plasticity silts or clays below the water
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:28: May suffer unseen damage which reduces load carrying capacity; prevent pile integrity problems; the pile section i.e. sections of enlarged pile shafts;
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:28: Piles may break during driving, necessitating the installation of Potential for pile 'squeezing' through soft soils and/or water bearing Local slumping of open unsupported pile bores may occur due to
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:28: replacement piles; coarse (granular) soils. groundwater seepage;
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:28: Displacement of soil during driving may lift adjacent piles or damage Pile integrity problems may occur where installed through water Enlarged bases cannot be formed in coarse-grained soils;
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:28: End enlargements, if provided, destroy or reduce shaft friction over Drilling a number of piles in a group can cause a loss of ground and
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:28: shaft length; Pile may not be able to resist heave due to limited potential to extend lead to settlement affecting adjacent structures and/or services;
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:28: Jointed precast piles may not be suitable for tension and lateral Zone of soil immediately adjacent to the pile may be disturbed and
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:28: Zone of soil immediately adjacent to the pile will be disturbed and If bores are left open too long clays can soften leading to lower skin
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:28: Presence of obstructions will prevent the use of driven piles unless Generates spoil arisings at surface which if contaminated can lead to
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:28: Without rock shoes, driven piles are likely to only achieve a limited
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:28: Closer pile spacing may be required in comparison to CFA or bored /
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:28: bored cased piles.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:29: Driven piles Continuous Flight Auger (CFA) piles Bored piles / Bored Cased piles
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:29: A pre-formed or cast in place pile that displaces the soil, Drilled and concreted in one continuous operation enabling much Constructed with or without casing, by excavating or boring a hole in
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:29: predominantly in a lateral direction, during construction. faster installation time than for bored piles; the ground and filling with plain or reinforced concrete,
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:29: Fast construction if piles are manufactured in advance. Economical and rapid pile construction in water-bearing strata - no Quick and efficient installation
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:29: Often larger diameter and greater capacity than CFA piles. Can
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:29: Cost effective in comparison to bored, cased or sleeved piles. Cost effective in comparison to bored, cased or sleeved piles. Bored cased piles may be prohibitively expensive.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:29: Sleeved piles may be more expensive than conventional piled
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:30:alternative to a deep piled solution. Such techniques may increase the strength and stiffness of the Made Ground
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:30:groundwater control by dewatering or sheet pile cut-off walls the excavation and replacement ground treatment will
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:32:Deep pile foundations were found to be most appropriate for medium and high risk structures. Appropriate
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:32:construction techniques may comprise driven cast-in-situ concrete piles, continuous flight auger (CFA) piles, bored
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:32:cased piles or bored cased and sleeved piles. Additional mitigation measures such as a detailed UXO risk strategy
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:32:It may be beneficial to adopt a single pile foundation installation technique across all medium and high threat
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:33:Deep Foundations Driven Piles No Yes, with mitigation Yes, with mitigation
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:33: CFA Piles No Yes, with mitigation Yes, with mitigation
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:33: Bored Cased Piles No Yes, with mitigation Yes, with mitigation
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:33: Bored Cased & Sleeved Piles No Yes Yes
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:34: 2. CFA piles. Mitigation may be required for ground instability from heave or collapse, ground obstructions
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:34: 3. Bored cased piles (with or without sleeves). Mitigation may be required for ground instability from heave
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:34: 4. Driven cast-in-situ piles, Mitigation may be required for obstructions, for example by making allowance for
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:34: the installation of replacement / additional piles during construction.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:34:Options 2 (CFA piles), 3 (Bored cased piles) and 4 (Driven cast-situ piles) are considered most favourable as these
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:34:solution will transfer loads to competent strata at depth and limit settlement. CFA piles are faster to install and
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:34:cheaper to construct in comparison to bored cased piles, however bored cased piles have greater bearing
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:34: 2. CFA piles. Mitigation may be required for ground instability from heave or collapse, ground obstructions
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:34: 3. Bored cased piles (with or without sleeves). Mitigation may be required for ground instability from heave
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:34: 4. Driven cast-in-situ piles, Mitigation may be required for obstructions, for example by making allowance for
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:34: the installation of replacement / additional piles during construction.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:34:Options 2 (CFA piles), 3 (Bored cased piles) are and 4 (Driven cast-situ piles) are considered favourable as these
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:34:solution will transfer loads to competent strata at depth and limit settlement. However, bored cased piles are
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:34:considered to be more favourable over CFA piles as they have greater bearing resistance, rock socket length is
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:34:(Driven cast-in-situ piles) with enlarged bases have been successfully installed below the existing blast furnace to
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:35:Consideration could also be given to the feasibility of adopting piled rafts once load and settlement criteria are
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:36:Eric E. Jorden & M. Dobie, Tests on piles in Keuper Marl for the foundations of a blast furnace at Redcar,
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:45:Driven Piles ✔ ✔ ✔ ✔ ✖ ✔ ✔ ✖ ✔ ✖ M ✔ ✔ ✔ ✖ collapse and ground obstructions or voids. Mitigation may be required for UXO. May be prohibitively
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:45:CFA Piles ✔ ✔ ✔ ✔ ✔ ✔ ✔ M ✔ M M ✔ M M ✖ collapse, ground obstructions or voids, UXO, soil contamination and groundwater contamination. May be
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:45:Bored Cased Piles ✔ ✔ ✔ ✔ ✔ ✔ ✔ M ✔ ✔ M ✔ M M ✖
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:45:Bored Cased & Sleeved Piles ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ M ✔ M M ✖
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: Can be susceptible to “false set” when driven into certain types of mudstone due to excess pore pressures generated Driven cast-in-situ piles have been used in constrction of the
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: Delivered in bespoke lengths to site. during installation. This can be partly mitigated by restriking all/proportion of piles a few days after installation to redcar balst furnace to the west.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: Displacement pile so removes costs associated with disposal of potentially contaminated soils. verticality) being achieved. Integrity of installed piles may be confirmed by post installation non destructive testing - risk of damage caused by ground vibrations to services
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: (NDT), eg CASE/CAPWAP. Allowance should be made for damage/installation of additional replacement piles.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: hard layers, ground instability from heave or collapse Damage to slender pile sections possible. This may be partly mitigated by advanced probing/pre-boring undertaken before
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47:Driven Piles ✔ ✔ ✔ ✔ ✖ ✔ ✔ ✖ ✔ ✖ M ✔ ✔ ✔ ✔
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: piles end bear on hard rock such as sandstone (which is only likely to be encountered locally below the site).
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: Inadequate bearing due to limited potential for extending the pile into the underlying solid strata for extended rock
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: Driven piles may result in fracturing of the rock potentially increasing the risk of creating preferential pathway
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: Cost effective in comparison to bored cased or bored sleeved piles. Obstructions in the made ground including buried foundations (TBC based on STDC site remediation proposals) may prevent Ground Investigation.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: Pile may not be able to resist heave due to limited potential to extend rock socket length to depth. probability assessment.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: for ground instability from heave or collapse, ground Potential for pile 'squeezing' through soft soils and/or water bearing coarse (granular) soils. Probing for obstructions in the made ground in advance of pile
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47:CFA Piles ✔ ✔ ✔ ✔ ✔ ✔ ✔ M ✔ M M ✔ M M ✔
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: groundwater contamination. Pile integrity problems may occur where installed through water bearing coarse (granular) soils.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: Considered feasible but carries risk that pile toe levels and
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: Reduces the risk of long term creep settlement on loading in made ground and/or loose / soft Bored piles generate arisings at surface which may include potentially contaminated soils. Increased cost due to soil Ground Investigation.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: Bored cased piles may allow for advance through obstructions by pre-boring.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: No limitation on the construction of longer rock sockets or under-reamed pile toes to provide probability assessment.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47:Bored Cased Piles ✔ ✔ ✔ ✔ ✔ ✔ ✔ M ✔ ✔ M ✔ M M ✔ for ground instability from heave or collapse, UXO, soil groundwater contamination.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: of water pressures within and outside pile bores.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: As bored piles above. As bored piles above. Ground Investigation.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: Sleeved piles are designed to resist heave from potentially swelling slag within the made Increased cost in comparison to bored cased piles. Adequate Design.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47:Bored Cased & Sleeved Piles ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ M ✔ M M ✖ for UXO, soil contamination and groundwater
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: bored piles.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: Can be susceptible to “false set” when driven into certain types of mudstone due to excess pore pressures Driven cast-in-situ piles have been used in constrction of the redcar
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: Different shapes and sizes available. generated during installation. This can be partly mitigated by restriking all/proportion of piles a few days balst furnace to the west.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: Unsuitable for transient loading. / soft estuarine sands, clays and silts at depth when compared to shallow foundation (plan position and/or verticality) being achieved. Integrity of installed piles may be confirmed by post
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: layers, ground instability from of additional replacement piles.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50:Driven Piles ✔ ✔ ✔ ✖ ✖ ✔ ✔ ✖ ✔ ✖ M ✔ ✔ ✔ ✔
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: heave or collapse and ground Displacement pile so removes costs associated with disposal of potentially
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: obstructions or voids. Mitigation contaminated soils. Damage to slender pile sections possible. This may be partly mitigated by advanced probing before
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: to be achieved unless piles end bear on hard rock such as sandstone (which is only likely to be encountered
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: Driven piles may result in fracturing of the rock potentially increasing the risk of creating preferential
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: Cost effective in comparison to bored cased or bored sleeved piles. Obstructions in the made ground including buried foundations (TBC based on STDC site remediation proposals) may Ground Investigation.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: ground instability from heave or Pile may not be able to resist heave due to limited potential to extend rock socket length to depth. Probing for obstructions within the made ground in advance of pile
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50:CFA Piles ✔ ✔ ✔ ✔ ✔ ✔ ✔ M ✔ M M ✔ M M ✔
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: voids, UXO, soil contamination and Potential for pile 'squeezing' through soft soils and/or water bearing coarse (granular) soils.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: groundwater contamination. Considered feasible but carries risk that pile toe levels and construction
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: Pile integrity problems may occur where installed through water bearing coarse (granular) soils. specification tolerances (plan position and/or verticality) may not be
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: Reduces the risk of long term creep settlement on loading in made ground and/or loose Bored piles generate arisings from pile bores at surface which may include potentially contaminated soils. Ground Investigation.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: Bored cased piles may allow for advancement through obstructions by pre-boring.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: No limitation on the construction of longer rock sockets or under-reamed pile probability assessment.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50:Bored Cased Piles ✔ ✔ ✔ ✔ ✔ ✔ ✔ M ✔ ✔ M ✔ M M ✔ ground instability from heave or The installation of temporary casing through water bearing coarse granular soils or
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: and groundwater contamination. construction by balancing water pressures within and outside pile bores.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: As bored piles above. As bored piles above. Ground Investigation.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: Sleeved piles are designed to resist heave from potentially swelling slag within the Increased cost in comparison to bored cased piles. Adequate Design.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50:Bored Cased & Sleeved Piles ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ M ✔ M M ✔
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: contamination. bored cased bored piles.
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:19: stockpiled for longer than a two-week period, the
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:19: runoff from the stockpile will be prevented from
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:31: rotary bored piled foundations to remove potential
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:33:ES Chapter 10 - Geology, Hydrogeology and Excavated soils will be stockpiled and re-used within 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:61:Assessment stockpiles would be protected as appropriate and 16: Construction Environmental Management Plan
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:46:The bathymetry data for the model has been compiled from a number of sources: PD Teesport
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:124:The bathymetric data for the model grid construction has been compiled from the following sources:
EN010103-002322-NZT DCO 9.36 - Nutrient Nitrogen Briefing Paper Clean Oct 2022 (D9).pdf:199:The bathymetry data for the model has been compiled from a number of sources: PD Teesport Redcar
EN010103-002075-NZT DCO 9.29 - Cumulative GHG Onshore and Offshore Assessment August 2022 (D6).pdf:8:2.1.3 Table 2.1 identifies the data sources which have been used to compile the GHG
EN010103-002438-South Tees Development Corporation - Other- STDC’s Final Summary of Outstanding Objections and Closing Submissions.pdf:3: broken ground on the site for its monopile manufacturing facility on the South Bank.
EN010103-001082-NZT DCO 6.4.12 ES Vol III Appendix 10A Annex B Part 9 EC2_A.pdf:8: Information supplied from a joint dataset compiled by The British Geological Survey and Public Health England.
EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:40:5.2.3 Piled foundations are likely be used during the construction of the buildings on the
EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:40: intercepted by the piles.
EN010103-002636-NZT DCO 8.5 - EA SoCG - Final (signed) - Oct 2022 (D13).pdf:20: The Parties agree that controls on the method of piled
EN010082-000012-Scoping Opinion.pdf:49: assessment, reasonably be required to compile; but that
EN010082-000377-2.1 - Tees CCPP - Draft DCO with proposed change - tracked Rev 2.pdf:16: (d) a scheme for impact piling, or other means of pile driving, addressing methods and
EN010082-000377-2.1 - Tees CCPP - Draft DCO with proposed change - tracked Rev 2.pdf:16: duration of piling and stating the criteria according to which pile driving is chosen, which
EN010082-000648-Tees CCPP Decision Letter 5 April 2019 (2).pdf:13: clarified where they cross-refer to the examination library index compiled by the
EN010082-000379-6.2.5 - Tees CCPP - ES Chapter 5 Project Description - tracked Rev 2 with figures.pdf:8: processing to allow it to be reused on site as an aggregate. Existing piles will
EN010082-000379-6.2.5 - Tees CCPP - ES Chapter 5 Project Description - tracked Rev 2 with figures.pdf:8: not be removed and new piles will be installed in the voids between the
EN010082-000379-6.2.5 - Tees CCPP - ES Chapter 5 Project Description - tracked Rev 2 with figures.pdf:8: existing piles. In summary site preparation will consist of the following key
EN010082-000379-6.2.5 - Tees CCPP - ES Chapter 5 Project Description - tracked Rev 2 with figures.pdf:8: • concrete break out and crushing of materials to also create a pile mat
EN010082-000654-TEES Final Recommendation Report and Errata.pdf:92: was to compile, document and signpost information provided in the
EN010082-000654-TEES Final Recommendation Report and Errata.pdf:175: (e) a scheme for impact piling, or other means of pile driving, addressing methods and
EN010082-000654-TEES Final Recommendation Report and Errata.pdf:175: duration of piling and stating the criteria according to which pile driving is chosen, which
EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:29: x placing arisings and temporary stockpiles away from
EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:29: from stockpiles to prevent erosion;
EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:30: x exposed ground and stockpiles will be protected as
EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:34: x the Contractor will be required to place arisings and temporary stockpiles away from
EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:34: stockpiles to prevent erosion;
EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:34: stockpiles during construction works will be further reduced by implementing suitable
EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:34: measures including sealing stockpiles to prevent rainwater infiltration. Alternatively
EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:41:Stockpiles will be covered, seeded or fenced to prevent wind whipping.
EN010082-000174-EN010082-6.2.3-ES Chapter 3-EIA Approach-Final-November 2017.pdf:5: community. This consultation took the form of information compiled at that
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:49:(piles) present) to the underlying contaminated land during
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:70: stockpiles and other sources of potential pollution are sufficiently distant from
EN010082-000496-_CONSENTORDER_40063542(1)_DEADLINE 2_ DCOv2.pdf:16: (e) a scheme for impact piling, or other means of pile driving, addressing methods and
EN010082-000496-_CONSENTORDER_40063542(1)_DEADLINE 2_ DCOv2.pdf:16: duration of piling and stating the criteria according to which pile driving is chosen, which
EN010082-000179-EN010082-6.2.8-ES-Chapter 8-Noise and Vibration-Final-November 2017.pdf:13:8.34 The noise levels from piling vary depending on the piling type. Driven piles
EN010082-000179-EN010082-6.2.8-ES-Chapter 8-Noise and Vibration-Final-November 2017.pdf:13: create more noise than a rotary piling rig. Sound power levels for driven piles
EN010082-000179-EN010082-6.2.8-ES-Chapter 8-Noise and Vibration-Final-November 2017.pdf:39: • Works involving impact piling or other means of pile driving, which
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: water away from stockpiles to
EN010082-000210-EN010082-6.3.20-ES Annex L-CEMP-Final-November 2017.pdf:9: • exposed ground and stockpiles will
EN010082-000210-EN010082-6.3.20-ES Annex L-CEMP-Final-November 2017.pdf:11: stockpiles away from watercourses
EN010082-000210-EN010082-6.3.20-ES Annex L-CEMP-Final-November 2017.pdf:11: from stockpiles to prevent erosion;
EN010082-000210-EN010082-6.3.20-ES Annex L-CEMP-Final-November 2017.pdf:11: contaminated stockpiles during
EN010082-000210-EN010082-6.3.20-ES Annex L-CEMP-Final-November 2017.pdf:11: stockpiles to prevent rainwater
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: directing surface water away from stockpiles to prevent erosion;
EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:27: exposed ground and stockpiles will be protected as appropriate and
EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:31: the Contractor will be required to place arisings and temporary stockpiles away from
EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:31: stockpiles to prevent erosion;
EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:31: stockpiles during construction works will be further reduced by implementing suitable
EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:31: measures including sealing stockpiles to prevent rainwater infiltration. Alternatively
EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:38:Stockpiles will be covered, seeded or fenced to prevent wind whipping.
EN010082-000583-8.63 - Tees CCPP - Draft DCO - Tracked - Version 6.pdf:16: (e) a scheme for impact piling, or other means of pile driving, addressing methods and
EN010082-000583-8.63 - Tees CCPP - Draft DCO - Tracked - Version 6.pdf:16: duration of piling and stating the criteria according to which pile driving is chosen, which
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated).pdf:16: (e) a scheme for impact piling, or other means of pile driving, addressing methods and
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated).pdf:16: duration of piling and stating the criteria according to which pile driving is chosen, which
EN010082-000216-EN010082-5.1-Consultation Report-Final-November 2017.pdf:17:1.53 PEI is defined in the 2009 EIA Regulations as “information … which (a) has been compiled by the
EN010082-000216-EN010082-5.1-Consultation Report-Final-November 2017.pdf:95:13.8 PEI is defined in the 2009 EIA Regulations as “information … which (a) has been compiled by the
EN010082-000216-EN010082-5.1-Consultation Report-Final-November 2017.pdf:283: The information so far compiled about the Project’s environmental effects is contained within the Preliminary
EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:28: placing arisings and temporary stockpiles away from
EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:28: from stockpiles to prevent erosion;
EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:28: exposed ground and stockpiles will be protected as
EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:32: the Contractor will be required to place arisings and temporary stockpiles away from
EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:32: stockpiles to prevent erosion;
EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:32: stockpiles during construction works will be further reduced by implementing suitable
EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:32: measures including sealing stockpiles to prevent rainwater infiltration. Alternatively
EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:40:Stockpiles will be covered, seeded or fenced to prevent wind whipping.
EN010082-000648-Tees CCPP Decision Letter 5 April 2019 (1).pdf:13: clarified where they cross-refer to the examination library index compiled by the
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:28: • placing arisings and temporary stockpiles away
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:28: away from stockpiles to prevent erosion;
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:29: • exposed ground and stockpiles will be protected
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:30: stockpiles to prevent erosion;
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:31: any contaminated stockpiles during construction works will
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:31: including sealing stockpiles to prevent rainwater infiltration.
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:34: the Contractor will be required to place arisings and temporary stockpiles away from
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:34: stockpiles to prevent erosion;
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:34: stockpiles during construction works will be further reduced by implementing suitable
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:34: measures including sealing stockpiles to prevent rainwater infiltration. Alternatively
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:42:Stockpiles will be covered, seeded or fenced to prevent wind whipping.
EN010082-000562-Report on the Implications for European Sites.pdf:5:1.1.3 The Report on the Implications for European Sites (RIES) compiles,
EN010082-000373-6.2.5 - Tees CCPP - ES Chapter 5 - Project Description - clean Rev 2 with figures.pdf:8: processing to allow it to be reused on site as an aggregate. Existing piles will
EN010082-000373-6.2.5 - Tees CCPP - ES Chapter 5 - Project Description - clean Rev 2 with figures.pdf:8: not be removed and new piles will be installed in the voids between the
EN010082-000373-6.2.5 - Tees CCPP - ES Chapter 5 - Project Description - clean Rev 2 with figures.pdf:8: existing piles. In summary site preparation will consist of the following key
EN010082-000373-6.2.5 - Tees CCPP - ES Chapter 5 - Project Description - clean Rev 2 with figures.pdf:8: • concrete break out and crushing of materials to also create a pile mat
EN010082-000337-Rule 8 Letter.pdf:3:I have compiled Written Questions (WQs) about the application and the
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (2).pdf:16: (e) a scheme for impact piling, or other means of pile driving, addressing methods and
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (2).pdf:16: duration of piling and stating the criteria according to which pile driving is chosen, which
EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:3:Envirocheck reports are compiled from 136 different sources of data.
EN010082-000195-EN010082-6.3.5-ES Annex D2-Envirocheck-Final-November 2017.pdf:5: Information supplied from a joint dataset compiled by The British Geological Survey and Public Health England.
EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf:92: was to compile, document and signpost information provided in the
EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf:175: (e) a scheme for impact piling, or other means of pile driving, addressing methods and
EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf:175: duration of piling and stating the criteria according to which pile driving is chosen, which
EN010082-000524-_DOC_150670236(1)_DEADLINE 4_ DCO (Validated).pdf:16: (e) a scheme for impact piling, or other means of pile driving, addressing methods and
EN010082-000524-_DOC_150670236(1)_DEADLINE 4_ DCO (Validated).pdf:16: duration of piling and stating the criteria according to which pile driving is chosen, which
EN010082-000369-2.1 - Tees CCPP - Draft DCO with proposed change - clean Rev 2.pdf:16: (d) a scheme for impact piling, or other means of pile driving, addressing methods and
EN010082-000369-2.1 - Tees CCPP - Draft DCO with proposed change - clean Rev 2.pdf:16: duration of piling and stating the criteria according to which pile driving is chosen, which
EN010082-000497-_DOC_40064625(1)_DEADLINE 2_ DCO showing changes.pdf:17: (d)(e) a scheme for impact piling, or other means of pile driving, addressing methods
EN010082-000497-_DOC_40064625(1)_DEADLINE 2_ DCO showing changes.pdf:17: and duration of piling and stating the criteria according to which pile driving is chosen,
EN010082-000589-2.1 - Tees CCPP - Draft Development Consent Order – Final (Version 7).pdf:16: (e) a scheme for impact piling, or other means of pile driving, addressing methods and
EN010082-000589-2.1 - Tees CCPP - Draft Development Consent Order – Final (Version 7).pdf:16: duration of piling and stating the criteria according to which pile driving is chosen, which
EN010082-000380-6.2.7 - Tees CCPP - ES Chapter 7 Air Quality - tracked Rev 2 with figures.pdf:6: approximately 3km to the south-east. At its closest point, the North York Moors National Park is located receptors has been compiled
EN010082-000554-8.51 - Draft DCO - Clean (v5).pdf:16: (e) a scheme for impact piling, or other means of pile driving, addressing methods and
EN010082-000554-8.51 - Draft DCO - Clean (v5).pdf:16: duration of piling and stating the criteria according to which pile driving is chosen, which
EN010082-000144-EN010082-2.1-Draft Development Consent Order-Final-November 2017.pdf:15:(d) a scheme for impact piling, or other means of pile driving, addressing methods and duration of piling
EN010082-000144-EN010082-2.1-Draft Development Consent Order-Final-November 2017.pdf:15:and stating the criteria according to which pile driving is chosen, which must require impact piling to be
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (3).pdf:16: (e) a scheme for impact piling, or other means of pile driving, addressing methods and
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (3).pdf:16: duration of piling and stating the criteria according to which pile driving is chosen, which
EN010082-000537-8.47 - Tees CCPP - Draft DCO - Clean (v4).pdf:16: (e) a scheme for impact piling, or other means of pile driving, addressing methods and
EN010082-000537-8.47 - Tees CCPP - Draft DCO - Clean (v4).pdf:16: duration of piling and stating the criteria according to which pile driving is chosen, which
EN010082-000197-EN010082-6.3.7-ES Annex D4-Waste Management Plan-Final-November 2017.pdf:6: The proposed SWMP would be compiled around the principles of the Waste
EN010082-000197-EN010082-6.3.7-ES Annex D4-Waste Management Plan-Final-November 2017.pdf:8: materials being stockpiled, which increases the risk of their damage
EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:29: placing arisings and temporary stockpiles away from
EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:29: from stockpiles to prevent erosion;
EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:30: exposed ground and stockpiles will be protected as
EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:34: the Contractor will be required to place arisings and temporary stockpiles away from
EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:34: stockpiles to prevent erosion;
EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:34: stockpiles during construction works will be further reduced by implementing suitable
EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:34: measures including sealing stockpiles to prevent rainwater infiltration. Alternatively
EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:41:Stockpiles will be covered, seeded or fenced to prevent wind whipping.
EN010082-000189-EN010082-6.2.18-ES_Chapter 18-Conclusions-Final-November 2017.pdf:2: information compiled at that point in time on the Project’s environmental and
EN010082-000141-EN010082-1.4-Notices for Statutory Publicity-Final-November 2017.pdf:44:The information so far compiled about the Project’s environmental effects is contained within the Preliminary
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (1).pdf:16: (e) a scheme for impact piling, or other means of pile driving, addressing methods and
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (1).pdf:16: duration of piling and stating the criteria according to which pile driving is chosen, which
EN010082-000594-8.69 - Draft Development Consent Order - Tracked (Version 7).pdf:16: (e) a scheme for impact piling, or other means of pile driving, addressing methods and duration
EN010082-000594-8.69 - Draft Development Consent Order - Tracked (Version 7).pdf:16: of piling and stating the criteria according to which pile driving is chosen, which must
EN010082-000374-6.2.7 - Tees CCPP - ES Chapter 7 - Air Quality - clean Rev 2 with figures.pdf:6: approximately 3km to the south-east. At its closest point, the North York Moors National Park is located receptors has been compiled
EN010082-000538-8.48 - Tees CCPP - Draft DCO - Tracked (v4).pdf:16: (e) a scheme for impact piling, or other means of pile driving, addressing methods and
EN010082-000538-8.48 - Tees CCPP - Draft DCO - Tracked (v4).pdf:16: duration of piling and stating the criteria according to which pile driving is chosen, which
EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:9: compile.
EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:55: surface waters from the creation of soil piles formed during excavation,
EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:55: agreed Code of Construction Practice (CoCP) to ensure that stockpiles and
EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:58:construction to limit impacts on water quality include siting of stockpiles an
EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf:60: site including ground bearing slabs, shallow footings and deeper piled
EN010082-000648-Tees CCPP Decision Letter 5 April 2019 (3).pdf:13: clarified where they cross-refer to the examination library index compiled by the
EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:28: placing arisings and temporary stockpiles away from
EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:28: from stockpiles to prevent erosion;
EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:28: exposed ground and stockpiles will be protected as
EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:32: the Contractor will be required to place arisings and temporary stockpiles away from
EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:32: stockpiles to prevent erosion;
EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:32: stockpiles during construction works will be further reduced by implementing suitable
EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:32: measures including sealing stockpiles to prevent rainwater infiltration. Alternatively
EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:40:Stockpiles will be covered, seeded or fenced to prevent wind whipping.
EN010082-000192-EN010082-6.3.2-ES Annex B-Scoping Opinion-Final-November 2017.pdf:51: assessment, reasonably be required to compile; but that
EN010082-000519-8.45 - CONSENTORDER_150335454(1)_DEADLINE 4_ DCOv3.pdf:16: (e) a scheme for impact piling, or other means of pile driving, addressing methods and
EN010082-000519-8.45 - CONSENTORDER_150335454(1)_DEADLINE 4_ DCOv3.pdf:16: duration of piling and stating the criteria according to which pile driving is chosen, which
EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:28: placing arisings and temporary stockpiles away from
EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:28: from stockpiles to prevent erosion;
EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:28: exposed ground and stockpiles will be protected as
EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:32: the Contractor will be required to place arisings and temporary stockpiles away from
EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:32: stockpiles to prevent erosion;
EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:32: stockpiles during construction works will be further reduced by implementing suitable
EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:32: measures including sealing stockpiles to prevent rainwater infiltration. Alternatively
EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:40:Stockpiles will be covered, seeded or fenced to prevent wind whipping.
EN010082-000648-Tees CCPP Decision Letter 5 April 2019.pdf:13: clarified where they cross-refer to the examination library index compiled by the
EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf:92: was to compile, document and signpost information provided in the
EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf:175: (e) a scheme for impact piling, or other means of pile driving, addressing methods and
EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf:175: duration of piling and stating the criteria according to which pile driving is chosen, which
EN010082-000178-EN010082-6.2.7-ES Chapter 7-Air Quality-Final-November 2017.pdf:6: approximately 3km to the south-east. At its closest point, the North York Moors National Park is located receptors has been compiled
EN010082-000019-Scoping Report.pdf:7: compile.
EN010082-000019-Scoping Report.pdf:53: surface waters from the creation of soil piles formed during excavation,
EN010082-000019-Scoping Report.pdf:53: agreed Code of Construction Practice (CoCP) to ensure that stockpiles and
EN010082-000019-Scoping Report.pdf:56:construction to limit impacts on water quality include siting of stockpiles an
EN010082-000019-Scoping Report.pdf:58: site including ground bearing slabs, shallow footings and deeper piled
EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf:92: was to compile, document and signpost information provided in the
EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf:175: (e) a scheme for impact piling, or other means of pile driving, addressing methods and
EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf:175: duration of piling and stating the criteria according to which pile driving is chosen, which
EN010082-000176-EN010082-6.2.5-ES Chapter 5 -Project Description-Final-November 2017.pdf:8: processing to allow it to be reused on site as an aggregate. Existing piles will
EN010082-000176-EN010082-6.2.5-ES Chapter 5 -Project Description-Final-November 2017.pdf:8: not be removed and new piles will be installed in the voids between the
EN010082-000176-EN010082-6.2.5-ES Chapter 5 -Project Description-Final-November 2017.pdf:8: existing piles. In summary site preparation will consist of the following key
EN010082-000176-EN010082-6.2.5-ES Chapter 5 -Project Description-Final-November 2017.pdf:8: • concrete break out and crushing of materials to also create a pile mat
EN010082-000553-8.52 - Draft DCO - Tracked (v5).pdf:16: (e) a scheme for impact piling, or other means of pile driving, addressing methods and duration
EN010082-000553-8.52 - Draft DCO - Tracked (v5).pdf:16: of piling and stating the criteria according to which pile driving is chosen, which must
EN010082-000582-8.62 - Tees CCPP - Draft DCO - Clean - Version 6.pdf:16: (e) a scheme for impact piling, or other means of pile driving, addressing methods and
EN010082-000582-8.62 - Tees CCPP - Draft DCO - Clean - Version 6.pdf:16: duration of piling and stating the criteria according to which pile driving is chosen, which
TR030002-000733-York Potash Limited (Annual Report and Accounts). Appendix 2.pdf:7: did a fantastic job to compile such a comprehensive and timely characteristics of POLY4, combined with the healthy cash margins
TR030002-000733-York Potash Limited (Annual Report and Accounts). Appendix 2.pdf:28: stockpile Granulation product
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:19: structures comprising a reinforced concrete deck supported by approximately 400 steel tubular piles. It
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:19: is anticipated that the piles would be in the order of 0.9m diameter. The piles would support the
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:20:2.6.7 Under the solid quay structure option, the quay structure would be a combi-pile wall comprising a line of
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:20: steel tubular king piles linked by pairs of steel sheet piles. The king piles would be connected via tie
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:20: rods to a steel sheet pile anchor wall approximately 30-40m behind the berth line. The king piles would
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:20: piled beam would be required, parallel to the cope beam to support the landside ship loader rails. The
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:20:2.6.8 Approximately 210 king piles (approximately 2m in diameter) and a 315m length of sheet piles wall
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:20: would be required for the combi-wall, with a 420m length of sheet pile, required for the anchor wall. A
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:20: total of 35 piles (approximately 660mm diameter) would be required for the cope beam to support the
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:61: also be lost as a direct result of pile installation and reclamation (solid quay structure only).
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:125: tubular steel piles would be installed in rock sockets. It is estimated that piling operations may extend
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:9: 350 tubular piles (in the order of 0.9m diameter); and,
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:9: also be a requirement for piled foundations for some elements of the proposed storage facilities.
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:26: Migration of contaminated groundwater to surface water, or migration via service runs, piled
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:28: degree of earthworks and piled foundations which could
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:30:5.2.2 An initial investigation would further compile and review all existing environmental monitoring
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:30:5.2.5 A Piling Risk Assessment is also recommended given the proposal to install piled foundations for
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:42: Information supplied from a joint dataset compiled by The British Geological Survey and Public Health England.
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:126: Information supplied from a joint dataset compiled by The British Geological Survey and Public Health England.
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:202: Information supplied from a joint dataset compiled by The British Geological Survey and Public Health England.
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:242: Information supplied from a joint dataset compiled by The British Geological Survey and Public Health England.
TR030002-000481-Section 12 App 12.2 Transport Assessment_1 of 2.pdf:7: tubular piles. The piles would support the concrete deck structures onto which the ship loader rails and
TR030002-000481-Section 12 App 12.2 Transport Assessment_1 of 2.pdf:7:2.1.5 The solid quay structure would be a combi-pile wall comprised of a line of steel tubular king piles linked
TR030002-000481-Section 12 App 12.2 Transport Assessment_1 of 2.pdf:7: by pairs of steel sheet piles. The king piles would connect via tie rods to a steel sheet pile anchor wall
TR030002-000481-Section 12 App 12.2 Transport Assessment_1 of 2.pdf:7: approximately 30 to 40m behind the berth line. The king piles would support a reinforced concrete
TR030002-000481-Section 12 App 12.2 Transport Assessment_1 of 2.pdf:7: cope beam onto which the waterside ship loader rails would be fixed. A piled beam would be required
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:10: 5.5 metre tunnels directly under the piled footings.”
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:55: (i) a suspended deck supported by piles and a revetment on a re-graded slope on the
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:82: approximately 200 driven steel tubular piles in phase 1, with an additional 200 piles
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:82: slope prior to installation of piles, or placed following installation of the piles; and
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:83: (i) the combi-pile wall would consist of 120 king piles (of approximately 2m diameter)
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:83: with intermediate sheet piles;
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:83: (ii) the anchor wall would consist of a length of approximately 210m of sheet piles; and
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:83: (iii) 40, 660mm diameter piles would be required for the cope beam to support the
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:83: landside ship loader rails, installed between the tie rods that connect the king piles to
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:83: (i) the combi-pile wall would consist of an additional 90 king piles with intermediate
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:83: sheet piles;
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:83: sheet piles; and
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:83: (iii) a further 35, 660mm diameter piles would be required for the cope beam to support
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:86:2010) during pile driving. This would include checking for marine mammals during a pre-piling
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:120: 12. If any pile, stump or other obstruction to navigation becomes exposed in the course of
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:120:constructing any tidal work (other than a pile, stump or other obstruction on the site of a structure
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:130:piled foundations for the trestle supports to the conveyor bridge will straddle the Breagh gas pipeline.
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:136:such as pilelines.
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:136:have piled foundations. These will not be sensitive to the low vibration techniques proposed for pile
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:136:installation and relatively shallow excavations for the pile caps and foundations. Similarly the Comment IG12: Assume “shallow”
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:137:may be necessary to install some form of physical separation between the asset and pile/ excavations
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:137:during construction, such as a driven sheet pile between the pile and the buried asset. The means and
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:137:should there be a need to use impact breakers to remove areas of hard standing over the piles or at pile
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:150:closure, sufficient notice be given and the timing of the lift agreed so that stockpile of coke and coal can
TR030002-000872-York Potash Ltd 1.pdf:23:excavation of pile footings and piling are considered as one activity.
TR030002-000872-York Potash Ltd 1.pdf:23:120 piling locations identified, so frequency of 120 events per year. All piles considered to be
TR030002-000872-York Potash Ltd 1.pdf:24:As discussed above, excavations for pile footings are not independent of piling activities, so are
TR030002-000872-York Potash Ltd 1.pdf:26:It is acknowledged that the piles will be bored piles (not driven) However, if the pipe is impacted by
TR030002-000872-York Potash Ltd 1.pdf:26:lose containment. Also consider that the pile diameter is approx 350mm and a full bore rupture is
TR030002-000439-ES Section 4 Approach to EIA.pdf:2: required to compile, including (information that must be provided, in line with Schedule 4, Part 2, is
TR030002-000439-ES Section 4 Approach to EIA.pdf:4: a) Has been compiled by the applicant;
TR030002-000748-Document 8.3 Appendix 5 - Shipping Notes Part 2.pdf:2: Open form of berth construction (piled suspended deck) vessel movements due to movements associated with precast
TR030002-000748-Document 8.3 Appendix 5 - Shipping Notes Part 2.pdf:2: Large order items such as piles and precast units will be Vessel movements are maximised by assuming that materials
TR030002-000748-Document 8.3 Appendix 5 - Shipping Notes Part 2.pdf:5:involve the driving or socketing of imported steel tubular piles (approx. 914mm diameter) into the
TR030002-000748-Document 8.3 Appendix 5 - Shipping Notes Part 2.pdf:5:It is assumed that the piles will be imported by sea in a 5,000DWT coaster which will unload at the
TR030002-000748-Document 8.3 Appendix 5 - Shipping Notes Part 2.pdf:5:Contractors compound on the River Tees. As required by the construction sequence a group of the piles
TR030002-000748-Document 8.3 Appendix 5 - Shipping Notes Part 2.pdf:5:will then be transferred onto the pile support barge which will sail downstream to the site for installation.
TR030002-000748-Document 8.3 Appendix 5 - Shipping Notes Part 2.pdf:10: Piling Pile Delivery Vessel Tees Bay to Compound
TR030002-000748-Document 8.3 Appendix 5 - Shipping Notes Part 2.pdf:10: Pile Materials Barge
TR030002-000748-Document 8.3 Appendix 5 - Shipping Notes Part 2.pdf:12: Supply piles to compound 5,000DWT coaster 2 2 4
TR030002-000748-Document 8.3 Appendix 5 - Shipping Notes Part 2.pdf:12: Supply piles to site Piling support barge 4 8 8 6 26
TR030002-000748-Document 8.3 Appendix 5 - Shipping Notes Part 2.pdf:13: Supply piles to compound 5,000DWT coaster 2 2 4
TR030002-000748-Document 8.3 Appendix 5 - Shipping Notes Part 2.pdf:13: Supply piles to site Piling support barge 2 8 8 2 20
TR030002-000748-Document 8.3 Appendix 5 - Shipping Notes Part 2.pdf:13: Supply piles to site Barge 2 4 8 8 10 10 2 44
TR030002-000748-Document 8.3 Appendix 5 - Shipping Notes Part 2.pdf:36: Dimensions of materials and Constraints with delivery of materials Movement of barges Personal injuries Large order items such as piles and precast units will be imported by
TR030002-000748-Document 8.3 Appendix 5 - Shipping Notes Part 2.pdf:37: Piling Incident at piling works, undertaken to Equipment failure Loss of life Piles will be imported by sea in a 5,000DWT coaster which will unload
TR030002-000748-Document 8.3 Appendix 5 - Shipping Notes Part 2.pdf:37: structure. The works would involve the Damage to assets construction sequence a group of the piles will then be transferred
TR030002-000748-Document 8.3 Appendix 5 - Shipping Notes Part 2.pdf:37: driving or socketing of imported steel onto the pile support barge which will sail downstream to the site for
TR030002-000748-Document 8.3 Appendix 5 - Shipping Notes Part 2.pdf:37: tubular piles (approx. 914mm diameter) installation. B 1
TR030002-000748-Document 8.3 Appendix 5 - Shipping Notes Part 2.pdf:37: Deck construction Incident at import of precast concrete Open form of berth construction (piled Initial assessment of open and closed It is assumed that the precast elements will be imported by sea in a
TR030002-000748-Document 8.3 Appendix 5 - Shipping Notes Part 2.pdf:38: Dropped objects Dropped object due to hoisting incident, Equipment failure Objects (e.g. piles) blocking river Basic hoisting activities are covered by existing procedures
TR030002-000748-Document 8.3 Appendix 5 - Shipping Notes Part 2.pdf:38: Loss of cargo on deck (e.g. piles from a Dropped objects (on land, in water) B 2
TR030002-000766-Document 8.3 Appendix 2 - References.pdf:1: i. Brandt M J, Diederichs A, and Nehls G (2009). Harbour porpoise responses to pile
TR030002-000766-Document 8.3 Appendix 2 - References.pdf:1: Bailey H, and McLean N (2013). Framework for assessing impacts of pile-driving
TR030002-000759-Document 8.3 Applicants Response to Written Representations.pdf:3:the measured data using a sum of least squares fit. INSPIRE was included in the “Framework for assessing impacts of pile-driving noise
TR030002-000460-Section 3 App 3.1 Waste management.pdf:21: structures comprised of a reinforced concrete deck supported by driven steel tubular. The piles would
TR030002-000460-Section 3 App 3.1 Waste management.pdf:22:4.1.4 Under closed structure option, the quay structure would be a combi-pile wall comprised of a line of steel
TR030002-000460-Section 3 App 3.1 Waste management.pdf:22: tubular king piles linked by pairs of steel sheet piles. The quay structure footprint envelope would be up
TR030002-000460-Section 3 App 3.1 Waste management.pdf:36:5.3.9 Stockpiles would be designed and positioned in order to minimise erosion, pollution of watercourse or
TR030002-000460-Section 3 App 3.1 Waste management.pdf:37:5.4.3 Contaminated excavation waste would be stockpiled separately from other non-hazardous waste
TR030002-000460-Section 3 App 3.1 Waste management.pdf:37: stockpiles to prevent pollution from run-off.
TR030002-000460-Section 3 App 3.1 Waste management.pdf:44: stockpiled to maximise reuse or recycling potential.
TR030002-000460-Section 3 App 3.1 Waste management.pdf:46: Mixed demolition material types of waste to be separately stockpiled to
TR030002-000471-Section 7 App 7.1 Benthic and sediment sampling strategy.pdf:3:piled wall with retaining fill material (i.e. reclamation). Both options for the marine terminal would
TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf:21:with some piles of building materials and a fringing margin of semi-natural grassland
TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf:27:entirely bare ground or under piles of coal with only very small patches of grassland
TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf:47:other spoil are piled up to 6m. Most recent piles are without vegetation but those
TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf:53:The rank grasslands and piles of debris in parts of this area offer potential habitat for
TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf:55:still evident with large areas of bare ground and piles of rubble in places. There are
TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf:69:which to store the products piles of material are bulldozed between the rows which
TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf:70:Behind the buildings is a pile of bulldozed earth and debris which has become a jungle
TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf:71:There is some potential for reptiles (common lizard) to be hibernating in the piles of
TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf:116:raised to check for the presence of reptiles. Other potential basking areas such as rock piles,
TR030002-000801-Document 6.8B - Governance Tracker.pdf:15: high as any stockpiles on site.
TR030002-000801-Document 6.8B - Governance Tracker.pdf:15: Cover, seed or fence stockpiles to prevent wind whipping.
TR030002-000801-Document 6.8B - Governance Tracker.pdf:16: Re-vegetate earthworks and exposed areas/soil stockpiles to stabilise surfaces as soon as
TR030002-000801-Document 6.8B - Governance Tracker.pdf:22:68 The installation of the conveyor would involve progression of bored concrete piles rather than impact Construction Environmental Management Plan
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:29: (i) a suspended deck supported by piles and a revetment on a re-graded slope on the south
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:51: approximately 200 driven steel tubular piles in phase 1, with an additional 200 piles
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:52: prior to installation of piles, or placed following installation of the piles; and
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:52: (i) the combi-pile wall would consist of 120 king piles (of approximately 2m diameter) with
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:52: intermediate sheet piles;
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:52: (ii) the anchor wall would consist of a length of approximately 210m of sheet piles; and
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:52: (iii) 40, 660mm diameter piles would be required for the cope beam to support the landside
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:52: ship loader rails, installed between the tie rods that connect the king piles to the anchor
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:52: (i) the combi-pile wall would consist of an additional 90 king piles with intermediate sheet
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:52: piles;
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:52: sheet piles; and
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:52: (iii) a further 35, 660mm diameter piles would be required for the cope beam to support the
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:55:2010) during pile driving. This would include checking for marine mammals during a pre-piling
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:101: 11.12. If any pile, stump or other obstruction to navigation becomes exposed in the course of
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:101:constructing any tidal work (other than a pile, stump or other obstruction on the site of a structure
TR030002-000813-Document 6.11A - Outline Ecological Management Plan.pdf:8: log piles) and opportunities for basking reptiles (i.e. through the creation of open grassland areas),
TR030002-000470-Section 6 App 6.4 CEMP.pdf:24: Erect solid screens or barriers around dusty activities or the site boundary that are at least as high as any stockpiles on site.
TR030002-000470-Section 6 App 6.4 CEMP.pdf:24: Cover, seed or fence stockpiles to prevent wind whipping.
TR030002-000470-Section 6 App 6.4 CEMP.pdf:25: Re-vegetate earthworks and exposed areas/soil stockpiles to stabilise surfaces as soon as practicable.
TR030002-000470-Section 6 App 6.4 CEMP.pdf:30:62 The installation of the conveyor would involve progression of bored concrete piles rather than impact piling along both conveyor route options.
TR030002-000053-141105_TR030002_Comments_s51_Advice.pdf:25:for European Sites (RIES) as part of the examination process. This RIES compiles,
TR030002-000493-Section 14 App 14.1 Construction vibration calculations.pdf:3: Single or Twin drums Pile toe depth = 1 < 27 m
TR030002-000493-Section 14 App 14.1 Construction vibration calculations.pdf:3: Potential Energy of raised tamper (J) n/a Pile toe depth (m)
TR030002-000493-Section 14 App 14.1 Construction vibration calculations.pdf:4: Pile toe depth = 1 < 27 m Slope distance ® 10 < 100 m
TR030002-000493-Section 14 App 14.1 Construction vibration calculations.pdf:4: Ground Conditions Piles driven to refusal Slope distance, r (m)
TR030002-000493-Section 14 App 14.1 Construction vibration calculations.pdf:4: Pile toe depth (m) ‐ PPV > 0.3mm/s when dis
TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf:99: is taken from a storage hopper enough to hold a stockpile of to the harbour facility by conveyor.
TR030002-000696-PD Teesport Limited 1.pdf:8: 12. If any pile, stump or other obstruction to navigation becomes exposed in the course of constructing
TR030002-000696-PD Teesport Limited 1.pdf:8: any tidal work (other than a pile, stump or other obstruction on the site of a structure comprised in any
TR030002-000459-ES Section 24 References.pdf:3:Fish from Pile Driving Activities. Memorandum following a meeting of the United States Federal
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:10: been compiled by the SoS under their duty to notify the consultees
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:17: would include the installation of a 230m by 6m deep sheet-piled
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:18: foundations would be a ground bearing slab and some piled
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:23: methodology and type/number of piles anticipated to be used to
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:70:quay of a combi‐piled wall retaining fill material.
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:70:Further information on timing, methodology and type/number of piles should be included in
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:93: The impact of piled structures (monopile and sheet) within the marine environment will need
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:123: compile; but
TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf:6: The piled supports for the conveyor would each have a direct footprint of approximately 1m 2
TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf:16:10.3.68 The underwater noise modelling results for a 2000mm diameter pile predict that physical injury to fish
TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf:27: tubular steel piles will be installed in rock sockets. It is estimated that piling operations may extend for
TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf:64:lifted from barge and carried to a stockpile within the lagoon. The exact method of bringing the material
TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf:65:Using material from the stockpile, the existing spit/bund would be extended across the lagoon. The height of
TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf:65:be deposited in the stockpile.
TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf:65:stockpile, the bund would continue to be extended and the islands formed using material from the stockpile.
TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf:65:The spit/bund would be completed; no further marl would be stockpiled.
TR030002-000566-Doc 7.1 Planning Statement.pdf:5: construction comprising a suspended deck supported by piles and a
TR030002-000566-Doc 7.1 Planning Statement.pdf:36: construction comprising a suspended deck supported by piles and a
TR030002-000566-Doc 7.1 Planning Statement.pdf:67: concrete piles rather than impact piling for the conveyor supports, and
TR030002-000566-Doc 7.1 Planning Statement.pdf:67: the careful siting of the foundation piles along the route of the conveyor.
TR030002-000566-Doc 7.1 Planning Statement.pdf:102: Combi-Pile Wall
TR030002-000566-Doc 7.1 Planning Statement.pdf:102: A line of steel tubular king piles linked by pairs of steel sheet piles
TR030002-000566-Doc 7.1 Planning Statement.pdf:104: supported by piles driven into the shoreline
TR030002-000566-Doc 7.1 Planning Statement.pdf:105: A quay structure comprising a solid concrete piled wall supporting a
TR030002-000749-Document 8.3 Appendix 1 - Notes on INSPIRE and NPL Guidelines.pdf:2: Thompson et al, 2013. Framework for assessing impacts of pile-driving noise from offshore wind
TR030002-000577-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 2.pdf:13: CROSBY, A. (compiler) 1981. Tyne-Tees Sheet 54N 02W.
TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:11: management of construction compounds and the installation of conveyor piles.
TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:21: Potential for presence of piles to impact on river continuity.
TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:29: Presence of piles associated with the conveyor in the water body (for southern route only).
TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:29:4.1.5 It is considered unlikely that the potential installation of conveyor piles within the water body would
TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:29: have any hydromorphological impacts as the pile structures are relatively minor in comparison to the
TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:31: The installation of the conveyor piles could The piles are relatively small compared to None. Given that potential changes are
TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:31:conveyor piles
TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:40:Presence of conveyor Potential to impact on The piles are of a scale that will not alter any None as no Given that potential
TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:40:piles in Bran Sands hydromorphological parameters of connection between the lagoon and the estuary. hydromorphological changes are unlikely to be
TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:44: and those periods between pile driving (e.g. when
TR030002-000860-151216 TR030002 York Potash Ltd - Document 6.11B - Outline Ecological Management Plan.pdf:9: log piles) and opportunities for basking reptiles (i.e. through the creation of open grassland areas),
TR030002-000663-Doc 3.10 - Conveyor Typologies.pdf:1: PILECAP PILECAP
TR030002-000663-Doc 3.10 - Conveyor Typologies.pdf:1: PILE PILE
TR030002-000663-Doc 3.10 - Conveyor Typologies.pdf:1: PILE
TR030002-000663-Doc 3.10 - Conveyor Typologies.pdf:1: PILECAP
TR030002-000663-Doc 3.10 - Conveyor Typologies.pdf:1: REINFORCEMENT GRADE B500B, 225kg/PILECAP
TR030002-000663-Doc 3.10 - Conveyor Typologies.pdf:1: TYPICAL PLAN ON PILECAP
TR030002-000750-Document 4.1A Draft DCO (Tracked).pdf:29: (i) a suspended deck supported by piles and a revetment on a re-graded slope on the south
TR030002-000750-Document 4.1A Draft DCO (Tracked).pdf:50: approximately 200 driven steel tubular piles in phase 1, with an additional 200 piles
TR030002-000750-Document 4.1A Draft DCO (Tracked).pdf:51: prior to installation of piles, or placed following installation of the piles; and
TR030002-000750-Document 4.1A Draft DCO (Tracked).pdf:51: (i) the combi-pile wall would consist of 120 king piles (of approximately 2m diameter)
TR030002-000750-Document 4.1A Draft DCO (Tracked).pdf:51: with intermediate sheet piles;
TR030002-000750-Document 4.1A Draft DCO (Tracked).pdf:51: (ii) the anchor wall would consist of a length of approximately 210m of sheet piles; and
TR030002-000750-Document 4.1A Draft DCO (Tracked).pdf:51: (iii) 40, 660mm diameter piles would be required for the cope beam to support the landside
TR030002-000750-Document 4.1A Draft DCO (Tracked).pdf:51: ship loader rails, installed between the tie rods that connect the king piles to the anchor
TR030002-000750-Document 4.1A Draft DCO (Tracked).pdf:51: (i) the combi-pile wall would consist of an additional 90 king piles with intermediate
TR030002-000750-Document 4.1A Draft DCO (Tracked).pdf:51: sheet piles;
TR030002-000750-Document 4.1A Draft DCO (Tracked).pdf:51: sheet piles; and
TR030002-000750-Document 4.1A Draft DCO (Tracked).pdf:51: (iii) a further 35, 660mm diameter piles would be required for the cope beam to support
TR030002-000750-Document 4.1A Draft DCO (Tracked).pdf:54:2010) during pile driving. This would include checking for marine mammals during a pre-piling
TR030002-000750-Document 4.1A Draft DCO (Tracked).pdf:86: 11.12. If any pile, stump or other obstruction to navigation becomes exposed in the course of
TR030002-000750-Document 4.1A Draft DCO (Tracked).pdf:86:constructing any tidal work (other than a pile, stump or other obstruction on the site of a structure
TR030002-000438-ES Section 3 Project description_2 of 2.pdf:28: therefore, that bored concrete piles would be used for the conveyor support foundations. However, the
TR030002-000438-ES Section 3 Project description_2 of 2.pdf:28: piled supports in the upper reaches of Dabholm Gut (up to three supports) may be driven.
TR030002-000438-ES Section 3 Project description_2 of 2.pdf:41:3.1.79 The combi-piles required for the solid quay structure are expected to be delivered by ship (or barge)
TR030002-000438-ES Section 3 Project description_2 of 2.pdf:41: transport the combi-piles. It may be the case that other construction materials would also be delivered
TR030002-000438-ES Section 3 Project description_2 of 2.pdf:53: x installation of the piles using floating x installation of materials handling plant
TR030002-000438-ES Section 3 Project description_2 of 2.pdf:53: x installation of the combi-pile wall using x installation of fixtures and fittings;
TR030002-000438-ES Section 3 Project description_2 of 2.pdf:53: x installation of the piled foundation; x demobilisation.
TR030002-000438-ES Section 3 Project description_2 of 2.pdf:53: x piling, shallow excavation for pile caps and construction of pile caps (Phase 1 only);
TR030002-000438-ES Section 3 Project description_2 of 2.pdf:61: equipment to the construction site. As noted above, it has been assumed that combi-piles for the solid
TR030002-000438-ES Section 3 Project description_2 of 2.pdf:61: combi-piles that would be required for the solid quay structure option, on a precautionary basis.
TR030002-000710-York Potash Limited (Document 6.8A).pdf:16: high as any stockpiles on site.
TR030002-000710-York Potash Limited (Document 6.8A).pdf:16: Cover, seed or fence stockpiles to prevent wind whipping.
TR030002-000710-York Potash Limited (Document 6.8A).pdf:17: Re-vegetate earthworks and exposed areas/soil stockpiles to stabilise surfaces as soon as
TR030002-000710-York Potash Limited (Document 6.8A).pdf:23:67 The installation of the conveyor would involve progression of bored concrete piles rather than impact Construction Environmental Management Plan
TR030002-000757-Document 8.3 Appendix 4 - No 2 Tunnel Note.pdf:1:The construction includes a piled berthing structure, dredging to form a new berth pocket to a
TR030002-000725-York Potash Limited (Document 6.10).pdf:22: Erect solid screens or barriers around dusty activities or the site boundary that are at least as high as any stockpiles on site.
TR030002-000725-York Potash Limited (Document 6.10).pdf:22: Cover, seed or fence stockpiles to prevent wind whipping.
TR030002-000725-York Potash Limited (Document 6.10).pdf:23: Re-vegetate earthworks and exposed areas/soil stockpiles to stabilise surfaces as soon as practicable.
TR030002-000725-York Potash Limited (Document 6.10).pdf:27:29 The installation of the conveyor would involve progression of bored concrete piles rather than impact piling along both conveyor route options.
TR030002-000453-ES Section 18 Infrastructure.pdf:13: the installation of piles for the proposed quay structure.
TR030002-000453-ES Section 18 Infrastructure.pdf:14: potential for direct damage to buried underground pipelines due to the advancement of piles for the
TR030002-000453-ES Section 18 Infrastructure.pdf:14: bored concrete piles for the conveyor supports rather than impact piling, along both conveyor route
TR030002-000453-ES Section 18 Infrastructure.pdf:15: piles rather than impact piling for conveyor supports, carrying out precise detailed design and extensive
TR030002-000453-ES Section 18 Infrastructure.pdf:15: consultation to determine the precise location for piles, exposing all existing buried assets where piling
TR030002-000445-ES Section 10 Terrestrial ecology.pdf:10: potential basking areas such as rock piles, bare patches within open mosaic grassland and the edges
TR030002-000445-ES Section 10 Terrestrial ecology.pdf:25: (i.e. through the landscape planting scheme and creation of log piles) and opportunities for basking
TR030002-000445-ES Section 10 Terrestrial ecology.pdf:27: piles.
TR030002-000769-York Potash Ltd (2).pdf:29: (i) a suspended deck supported by piles and a revetment on a re-graded slope on the south
TR030002-000769-York Potash Ltd (2).pdf:49: approximately 200 driven steel tubular piles in phase 1, with an additional 200 piles
TR030002-000769-York Potash Ltd (2).pdf:49: prior to installation of piles, or placed following installation of the piles; and
TR030002-000769-York Potash Ltd (2).pdf:50: (i) the combi-pile wall would consist of 120 king piles (of approximately 2m diameter)
TR030002-000769-York Potash Ltd (2).pdf:50: with intermediate sheet piles;
TR030002-000769-York Potash Ltd (2).pdf:50: (ii) the anchor wall would consist of a length of approximately 210m of sheet piles; and
TR030002-000769-York Potash Ltd (2).pdf:50: (iii) 40, 660mm diameter piles would be required for the cope beam to support the landside
TR030002-000769-York Potash Ltd (2).pdf:50: ship loader rails, installed between the tie rods that connect the king piles to the anchor
TR030002-000769-York Potash Ltd (2).pdf:50: (i) the combi-pile wall would consist of an additional 90 king piles with intermediate
TR030002-000769-York Potash Ltd (2).pdf:50: sheet piles;
TR030002-000769-York Potash Ltd (2).pdf:50: sheet piles; and
TR030002-000769-York Potash Ltd (2).pdf:50: (iii) a further 35, 660mm diameter piles would be required for the cope beam to support
TR030002-000769-York Potash Ltd (2).pdf:53:2010) during pile driving. This would include checking for marine mammals during a pre-piling
TR030002-000769-York Potash Ltd (2).pdf:83: 12. If any pile, stump or other obstruction to navigation becomes exposed in the course of
TR030002-000769-York Potash Ltd (2).pdf:83:constructing any tidal work (other than a pile, stump or other obstruction on the site of a structure
TR030002-000736-Redcar and Cleveland Borough Council (Local Impact Report).pdf:4: deck supported by piles and a revetment on the re-graded slope on the
TR030002-000461-Section 3 App 3.2 Option study report.pdf:7:product stockpiles within the shed and the shiploader will be required to start and stop to
TR030002-000422-Doc 5.1 Statement of Reasons.pdf:38: a. A solid quay comprising a combi-pile wall linked by pairs
TR030002-000422-Doc 5.1 Statement of Reasons.pdf:38: of sheet piles and reclamation behind that wall including
TR030002-000422-Doc 5.1 Statement of Reasons.pdf:38: loader rails together with a piled beam to support
TR030002-000422-Doc 5.1 Statement of Reasons.pdf:38: steel tubular piles, the erection of ship loader rails and
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:3:Further information on timing, methodology and type/number of piles should be included in the ES. Winter piling is Refer to Se
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:5:The king piles for the solid quay option will be approximately 2m in diameter, whereas the subsea acoustic modelling Following is
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:5:assumed a diameter of 914mm. Clarity was requested regarding why the worst case pile diameter was not used. completed
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:27: of resident and migratory fish species and even mortality. Given that the piles are to be installed within
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:28: diameter pile and 2000mm diameter pile
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:28: and 2000mm diameter pile, indicating physical injury to fish (FHWG, 2008), is predicted to be 10m and
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:28: 2000m diameter pile, indicating a behavioural effect, is predicted to be 22m and 84m respectively.
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:28: Impact piling 914mm diameter pile (125kJ) 2000mm diameter pile (305kJ)
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:29: Impact piling 914mm diameter pile (125kJ) 2000mm diameter pile (305kJ)
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:29: herring), for a 914mm and 2000mm diameter pile respectively; the maximum impact ranges from the
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:29: range is predicted to be less than 2m for both a 914mm and 2000mm diameter pile (this is also the
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:29: greatest impact range for dab and salmon with regard to a 914mm diameter pile only). The modelled
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:29: results for a 2000mm diameter pile predict that the greatest range for 130 dBht extends to a maximum
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:29: for behavioural response for the species of interest from impact piling (914mm diameter pile).
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:29: a 914mm diameter pile
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:30: diameter pile in the form of contour maps.
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:30: for behavioural response for the species of interest from impact piling (2000mm diameter pile).
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:30: a 2000mm diameter pile
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:31:11.5.36 Table 11-14 shows that impact piling using a 2000mm diameter pile results in estimated maximum
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:31: North position. As with the 914mm diameter pile, the impact range for herring using a 2000mm
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:31: diameter pile was the distance where the 75dBht impact extended to the river bank for all 180 modelled
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:31: pile in the form of contour maps.
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:32:a 914mm diameter pile and blow energy of 125kJ
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:33:operations using 914mm diameter pile and blow energy of 125kJ
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:34:using 914mm diameter pile and blow energy of 125kJ
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:35:using 914mm diameter pile and blow energy of 125kJ
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:36:using 914mm diameter pile and blow energy of 125kJ
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:37:2000mm diameter pile and blow energy of 305kJ
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:38:operations using 2000mm diameter pile and blow energy of 305kJ
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:39:using a 2000mm diameter pile and blow energy of 305kJ
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:40:operations using a 2000mm diameter pile and blow energy of 305kJ
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:41:using a 2000mm diameter pile and blow energy of 305kJ
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:42:11.5.39 The underwater noise modelling of a 914mm diameter pile predicted that physical traumatic injury to
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:42: criteria). The underwater noise modelling results for a 2000mm diameter pile predict that physical
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:42: 914mm and 2000mm diameter pile respectively. The impact range for all other species considered
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:42: diameter pile shows that the impact range from impact piling for herring is 2.37km, for 90 dB ht. For 75
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:42:11.5.42 Modelling of behavioural response with respect to the 2000mm diameter pile shows that the estimated
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:42:11.5.45 However, piling activities would not present a constant noise source and those periods between pile
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:45: activities would not present a constant noise source and those periods between pile driving (e.g. when
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:28: (i) a suspended deck supported by piles and a revetment on a re-graded slope on the
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:43: approximately 200 driven steel tubular piles in phase 1, with an additional 200 piles
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:43: slope prior to installation of piles, or placed following installation of the piles; and
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:44: (i) the combi-pile wall is to consist of 120 king piles (of approximately 2 metres
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:44: diameter) with intermediate sheet piles;
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:44: (ii) the anchor wall is to consist of a length of approximately 210 metres of sheet piles;
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:44: (iii) 40 piles of 660 millimetre diameter are required for the cope beam to support the
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:44: landside ship loader rails, installed between the tie rods that connect the king piles to
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:44: (i) the combi-pile wall is to consist of an additional 90 king piles with intermediate
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:44: sheet piles;
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:44: of sheet piles; and
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:44: (iii) a further 35 piles of 660 millimetre diameter are required for the cope beam to
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:47:2010) during pile driving. This is to include checking for marine mammals during a pre-piling
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:88: 12. If any pile, stump or other obstruction to navigation becomes exposed in the course of
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:88:constructing any tidal work (other than a pile, stump or other obstruction on the site of a structure
TR030002-000564-Doc 6.8 Governance Tracker.pdf:15: high as any stockpiles on site.
TR030002-000564-Doc 6.8 Governance Tracker.pdf:15: Cover, seed or fence stockpiles to prevent wind whipping.
TR030002-000564-Doc 6.8 Governance Tracker.pdf:16: Re-vegetate earthworks and exposed areas/soil stockpiles to stabilise surfaces as soon as
TR030002-000564-Doc 6.8 Governance Tracker.pdf:21:61 The installation of the conveyor would involve progression of bored concrete piles rather than impact CEMP – Requirement 6 and Draft
TR030002-000738-York Potash Limited 3.pdf:11: injury to marine mammals from piling noise’ should be adhered to during pile driving. In
TR030002-000738-York Potash Limited 3.pdf:15: Loss of roosting and feeding habitat due to installation of piled supports for the conveyor
TR030002-000730-Applicant response to First Questions - Appendix 5.pdf:12:2.4.5 Stockpiles of the contaminated silt must be kept separate from any other material which is hazardous;
TR030002-000513-Doc 6.6 App 6.3 Earthworks HGV profile.pdf:2: Feature Stockpile Bank Tonage Vehicle
TR030002-000513-Doc 6.6 App 6.3 Earthworks HGV profile.pdf:2: Exported Off Site Vol (Bulked Stockpile Volume m3) 62,926 907 2,963 2,963 2,056 2,963 2,963 2,963 2,963 2,963 2,963 2,963 2,963 2,963 2,963 2,963
TR030002-000513-Doc 6.6 App 6.3 Earthworks HGV profile.pdf:2: Export Off Site Volume (Bulked Stockpile Volume) 91,395 2,332 3,361 3,361 3,361 1,028
TR030002-000513-Doc 6.6 App 6.3 Earthworks HGV profile.pdf:2:Site Export Off Site Volume (Bulked Stockpile Volume) 4,148 4,148
TR030002-000513-Doc 6.6 App 6.3 Earthworks HGV profile.pdf:2: Export Off Site Volume (Bulked Stockpile Volume) 14,012
TR030002-000513-Doc 6.6 App 6.3 Earthworks HGV profile.pdf:2: Stockpile Bank Tonage Vehicle Vehicle Vehicle
TR030002-000513-Doc 6.6 App 6.3 Earthworks HGV profile.pdf:2: Exported Off Site Vol (Bulked Stockpile Volume m3) 41,481 907 2,963 2,963 0 0 0 2,056 2,963 2,963 2,963 2,963 2,963 2,963 2,963 2,963 2,963 2,963 2,963
TR030002-000513-Doc 6.6 App 6.3 Earthworks HGV profile.pdf:2: Exported Off Site Vol (Bulked Stockpile Volume m3) 21,445
TR030002-000513-Doc 6.6 App 6.3 Earthworks HGV profile.pdf:2: Export Off Site Volume (Bulked Stockpile Volume) 13,821 2,332 0 0 3,361 3,361 3,361 1,028 0 0 0 0 0 0 0 0 0 0 0
TR030002-000513-Doc 6.6 App 6.3 Earthworks HGV profile.pdf:2: Exported Off Site Vol (Bulked Stockpile Volume m3) 77,574
TR030002-000513-Doc 6.6 App 6.3 Earthworks HGV profile.pdf:2: Export Off Site Volume (Bulked Stockpile Volume) 11,980 4,148 4,148
TR030002-000513-Doc 6.6 App 6.3 Earthworks HGV profile.pdf:2: Exported Off Site Vol (Bulked Stockpile Volume m3) 5,867
TR030002-000513-Doc 6.6 App 6.3 Earthworks HGV profile.pdf:2: Export Off Site Volume (Bulked Stockpile Volume) 6,956
TR030002-000513-Doc 6.6 App 6.3 Earthworks HGV profile.pdf:2: Exported Off Site Vol (Bulked Stockpile Volume m3) 7,056
TR030002-000513-Doc 6.6 App 6.3 Earthworks HGV profile.pdf:2: Export Off Site Volume (Bulked Stockpile Volume) 121,739
TR030002-000513-Doc 6.6 App 6.3 Earthworks HGV profile.pdf:2:Site - Temp material placed in temporary stockpile Halite 2.16
TR030002-000513-Doc 6.6 App 6.3 Earthworks HGV profile.pdf:2:Stockpile
TR030002-000673-Doc 6.1 Consultation Statement Appendices - 22 to 31.pdf:8: Stockpile Storage
TR030002-000673-Doc 6.1 Consultation Statement Appendices - 22 to 31.pdf:39: 2.2.3 Marine Ecology - NE notes that the king piles for the solid quay option will be approx. 2m in diameter (page 19,
TR030002-000673-Doc 6.1 Consultation Statement Appendices - 22 to 31.pdf:39: paragraph 3.1.24), whereas the subsea acoustic modelling assumes a pile diameter of 914mm. NE requires further clarity
TR030002-000673-Doc 6.1 Consultation Statement Appendices - 22 to 31.pdf:39: as to why the worst case pile diameter was not used for the modelling (8.3.23).
TR030002-000450-ES Section 15 Archaeology and heritage.pdf:1:15.1.4 This section has also been compiled using existing archaeology and heritage baseline information and
TR030002-000492-Section 13 App 13.1 Air quality assessment methodology.pdf:9: installation of the piles and foundations, construction of a concrete deck, reclamation works, revetment
TR030002-000847-York Potash Ltd - Constructability Notes - BP CATS Pipeline Southern Route.pdf:7: piled) will be designed so that they are capable of supporting the crane outriggers or track loads,
TR030002-000847-York Potash Ltd - Constructability Notes - BP CATS Pipeline Southern Route.pdf:8: between the asset and pile/ excavations during construction, such as a sheet piling between the pile and
TR030002-000847-York Potash Ltd - Constructability Notes - BP CATS Pipeline Southern Route.pdf:9: adopted should there be a need to use impact breakers to remove areas of hard standing over the piles
TR030002-000847-York Potash Ltd - Constructability Notes - BP CATS Pipeline Southern Route.pdf:9: or at pile caps locations. If the limits are likely to be exceeded, other methods of removing hard material
TR030002-000847-York Potash Ltd - Constructability Notes - BP CATS Pipeline Southern Route.pdf:9:8.5 In terms of excavations for pile caps near buried assets, the guidance documentation referred to in
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:27: (i) a suspended deck supported by piles and a revetment on a re-graded slope on the
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:43: approximately 200 driven steel tubular piles in phase 1, with an additional 200 piles
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:44: slope prior to installation of piles, or placed following installation of the piles; and
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:44: (i) the combi-pile wall is to consist of 120 king piles (of approximately 2 metres
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:44: diameter) with intermediate sheet piles;
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:44: (ii) the anchor wall is to consist of a length of approximately 210 metres of sheet piles;
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:44: (iii) 40 piles of 660 millimetre diameter are required for the cope beam to support the
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:44: landside ship loader rails, installed between the tie rods that connect the king piles to
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:44: (i) the combi-pile wall is to consist of an additional 90 king piles with intermediate
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:44: sheet piles;
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:44: of sheet piles; and
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:44: (iii) a further 35 piles of 660 millimetre diameter are required for the cope beam to
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:48:2010) during pile driving. This is to include checking for marine mammals during a pre-piling
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:92: 12. If any pile, stump or other obstruction to navigation becomes exposed in the course of
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:92:constructing any tidal work (other than a pile, stump or other obstruction on the site of a structure
TR030002-000669-Doc 3.12F - Conveyor Cross Sections Southern Route Sheet 2.pdf:1: PILE CAP
TR030002-000669-Doc 3.12F - Conveyor Cross Sections Southern Route Sheet 2.pdf:1: PILE CAP
TR030002-000752-Document 8.3 Appendix 5 - Shipping Notes Part 1.pdf:14:compiled as Figure 2-2, below:
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:29: (i) a suspended deck supported by piles and a revetment on a re-graded slope on the south
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:51: approximately 200 driven steel tubular piles in phase 1, with an additional 200 piles
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:51: prior to installation of piles, or placed following installation of the piles; and
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:52: (i) the combi-pile wall would consist of 120 king piles (of approximately 2m diameter) with
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:52: intermediate sheet piles;
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:52: (ii) the anchor wall would consist of a length of approximately 210m of sheet piles; and
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:52: (iii) 40, 660mm diameter piles would be required for the cope beam to support the landside
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:52: ship loader rails, installed between the tie rods that connect the king piles to the anchor
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:52: (i) the combi-pile wall would consist of an additional 90 king piles with intermediate sheet
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:52: piles;
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:52: sheet piles; and
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:52: (iii) a further 35, 660mm diameter piles would be required for the cope beam to support the
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:55:2010) during pile driving. This would include checking for marine mammals during a pre-piling
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:98: 12. If any pile, stump or other obstruction to navigation becomes exposed in the course of
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:98:constructing any tidal work (other than a pile, stump or other obstruction on the site of a structure
TR030002-001856-Examining Authority’s Recommendation Report.pdf:61: around auger bored piled locations as sought, but that there should be
TR030002-001856-Examining Authority’s Recommendation Report.pdf:74: not involved piled foundations close to the pipeline nor significant
TR030002-001856-Examining Authority’s Recommendation Report.pdf:88: received in relation to it is to compile, document and signpost
TR030002-001856-Examining Authority’s Recommendation Report.pdf:129: would consider this to be feasible without disturbance to the piled
TR030002-001856-Examining Authority’s Recommendation Report.pdf:143: not involved piled foundations close to the pipeline nor significant
TR030002-001856-Examining Authority’s Recommendation Report.pdf:145: pile/excavations (to be agreed with the asset owner), and
TR030002-001856-Examining Authority’s Recommendation Report.pdf:244: (i) a suspended deck supported by piles and a revetment on a re-graded slope on the south
TR030002-001856-Examining Authority’s Recommendation Report.pdf:261: approximately 200 driven steel tubular piles in phase 1, with an additional 200 piles
TR030002-001856-Examining Authority’s Recommendation Report.pdf:261: slope prior to installation of piles, or placed following installation of the piles; and
TR030002-001856-Examining Authority’s Recommendation Report.pdf:262: (i) the combi-pile wall would consist of 120 king piles (of approximately 2m diameter)
TR030002-001856-Examining Authority’s Recommendation Report.pdf:262: with intermediate sheet piles;
TR030002-001856-Examining Authority’s Recommendation Report.pdf:262: (ii) the anchor wall would consist of a length of approximately 210m of sheet piles; and
TR030002-001856-Examining Authority’s Recommendation Report.pdf:262: (iii) 40, 660mm diameter piles would be required for the cope beam to support the landside
TR030002-001856-Examining Authority’s Recommendation Report.pdf:262: ship loader rails, installed between the tie rods that connect the king piles to the anchor
TR030002-001856-Examining Authority’s Recommendation Report.pdf:262: (i) the combi-pile wall would consist of an additional 90 king piles with intermediate
TR030002-001856-Examining Authority’s Recommendation Report.pdf:262: sheet piles;
TR030002-001856-Examining Authority’s Recommendation Report.pdf:262: sheet piles; and
TR030002-001856-Examining Authority’s Recommendation Report.pdf:262: (iii) a further 35, 660mm diameter piles would be required for the cope beam to support the
TR030002-001856-Examining Authority’s Recommendation Report.pdf:265:2010) during pile driving. This would include checking for marine mammals during a pre-piling
TR030002-001856-Examining Authority’s Recommendation Report.pdf:310: 12. If any pile, stump or other obstruction to navigation becomes exposed in the course of
TR030002-001856-Examining Authority’s Recommendation Report.pdf:310:constructing any tidal work (other than a pile, stump or other obstruction on the site of a structure
TR030002-000726-York Potash Limited (Document 6.11).pdf:8: log piles) and opportunities for basking reptiles (i.e. through the creation of open grassland areas),
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:30: (i) a suspended deck supported by piles and a revetment on a re-graded slope on the south
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:52: approximately 200 driven steel tubular piles in phase 1, with an additional 200 piles
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:52: prior to installation of piles, or placed following installation of the piles; and
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:53: (i) the combi-pile wall would consist of 120 king piles (of approximately 2m diameter) with
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:53: intermediate sheet piles;
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:53: (ii) the anchor wall would consist of a length of approximately 210m of sheet piles; and
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:53: (iii) 40, 660mm diameter piles would be required for the cope beam to support the landside
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:53: ship loader rails, installed between the tie rods that connect the king piles to the anchor
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:53: (i) the combi-pile wall would consist of an additional 90 king piles with intermediate sheet
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:53: piles;
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:53: sheet piles; and
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:53: (iii) a further 35, 660mm diameter piles would be required for the cope beam to support the
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:56:2010) during pile driving. This would include checking for marine mammals during a pre-piling
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:100: 12. If any pile, stump or other obstruction to navigation becomes exposed in the course of
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:100:constructing any tidal work (other than a pile, stump or other obstruction on the site of a structure
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:30: (i) a suspended deck supported by piles and a revetment on a re-graded slope on the south
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:52: approximately 200 driven steel tubular piles in phase 1, with an additional 200 piles
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:52: prior to installation of piles, or placed following installation of the piles; and
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:53: (i) the combi-pile wall would consist of 120 king piles (of approximately 2m diameter) with
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:53: intermediate sheet piles;
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:53: (ii) the anchor wall would consist of a length of approximately 210m of sheet piles; and
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:53: (iii) 40, 660mm diameter piles would be required for the cope beam to support the landside
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:53: ship loader rails, installed between the tie rods that connect the king piles to the anchor
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:53: (i) the combi-pile wall would consist of an additional 90 king piles with intermediate sheet
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:53: piles;
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:53: sheet piles; and
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:53: (iii) a further 35, 660mm diameter piles would be required for the cope beam to support the
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:56:2010) during pile driving. This would include checking for marine mammals during a pre-piling
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:99: 12. If any pile, stump or other obstruction to navigation becomes exposed in the course of
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:99:constructing any tidal work (other than a pile, stump or other obstruction on the site of a structure
TR030002-000662-Doc 3.9D - Indicative Elevation Open Quay Construction.pdf:1: PILES
TR030002-000662-Doc 3.9D - Indicative Elevation Open Quay Construction.pdf:1: PILES
TR030002-000870-151216 TR030002 CATS Parties - Statement of difference and Young Lady Report.pdf.pdf:10: 7.5.5 If necessary: physical separation between the asset and pile/excavations (to be agreed
TR030002-000451-ES Section 16 Commercial navigation.pdf:6: combi-piles for the solid quay structure only) to an existing quay within the estuary and existing vessels
TR030002-000451-ES Section 16 Commercial navigation.pdf:6: to transport combi-piles for the solid quay structure and, as such, a disturbance impact is not
TR030002-000585-Doc 3.12C - Conveyor Cross Sections Northern Route Sheet 2.pdf:1: PILE CAP
TR030002-000585-Doc 3.12C - Conveyor Cross Sections Northern Route Sheet 2.pdf:1: PILE CAP
TR030002-000840-Document 4.1C - Draft Development Consent Order (Tracked).pdf:29: (i) a suspended deck supported by piles and a revetment on a re-graded slope on the south
TR030002-000840-Document 4.1C - Draft Development Consent Order (Tracked).pdf:53: approximately 200 driven steel tubular piles in phase 1, with an additional 200 piles
TR030002-000840-Document 4.1C - Draft Development Consent Order (Tracked).pdf:53: prior to installation of piles, or placed following installation of the piles; and
TR030002-000840-Document 4.1C - Draft Development Consent Order (Tracked).pdf:54: (i) the combi-pile wall would consist of 120 king piles (of approximately 2m diameter)
TR030002-000840-Document 4.1C - Draft Development Consent Order (Tracked).pdf:54: with intermediate sheet piles;
TR030002-000840-Document 4.1C - Draft Development Consent Order (Tracked).pdf:54: (ii) the anchor wall would consist of a length of approximately 210m of sheet piles; and
TR030002-000840-Document 4.1C - Draft Development Consent Order (Tracked).pdf:54: (iii) 40, 660mm diameter piles would be required for the cope beam to support the landside
TR030002-000840-Document 4.1C - Draft Development Consent Order (Tracked).pdf:54: ship loader rails, installed between the tie rods that connect the king piles to the anchor
TR030002-000840-Document 4.1C - Draft Development Consent Order (Tracked).pdf:54: (i) the combi-pile wall would consist of an additional 90 king piles with intermediate
TR030002-000840-Document 4.1C - Draft Development Consent Order (Tracked).pdf:54: sheet piles;
TR030002-000840-Document 4.1C - Draft Development Consent Order (Tracked).pdf:54: sheet piles; and
TR030002-000840-Document 4.1C - Draft Development Consent Order (Tracked).pdf:54: (iii) a further 35, 660mm diameter piles would be required for the cope beam to support
TR030002-000840-Document 4.1C - Draft Development Consent Order (Tracked).pdf:57:2010) during pile driving. This would include checking for marine mammals during a pre-piling
TR030002-000840-Document 4.1C - Draft Development Consent Order (Tracked).pdf:97: 12. If any pile, stump or other obstruction to navigation becomes exposed in the course of
TR030002-000840-Document 4.1C - Draft Development Consent Order (Tracked).pdf:97:constructing any tidal work (other than a pile, stump or other obstruction on the site of a structure
TR030002-000482-Section 12 App 12.2 Transport Assessment_2 of 2.pdf:4: Order and Receive Shed Piles Order and Receive Shed Piles
TR030002-000482-Section 12 App 12.2 Transport Assessment_2 of 2.pdf:4: Install Piles Install Piles
TR030002-000482-Section 12 App 12.2 Transport Assessment_2 of 2.pdf:4: Order and Deliver Piles Order and Deliver Piles
TR030002-000482-Section 12 App 12.2 Transport Assessment_2 of 2.pdf:4: Installation of the piles using floating plant Installation of the piles using floating plant
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
TR030002-000482-Section 12 App 12.2 Transport Assessment_2 of 2.pdf:67:Installation of Piles from Floating Plant 127 127 127 381
TR030002-000482-Section 12 App 12.2 Transport Assessment_2 of 2.pdf:67:Install Piles 40 40
TR030002-000482-Section 12 App 12.2 Transport Assessment_2 of 2.pdf:67:Piled Foundations 114 114 114 114 114 570
TR030002-000482-Section 12 App 12.2 Transport Assessment_2 of 2.pdf:67:Pile Caps 116 116 116 116 116 116 696
TR030002-000482-Section 12 App 12.2 Transport Assessment_2 of 2.pdf:67:Installation of Piles from Floating Plant 105 105 105 315
TR030002-000482-Section 12 App 12.2 Transport Assessment_2 of 2.pdf:67:Install Piles 40 40
TR030002-000739-TATA Steel UK Limited and Others.pdf:15: before and after to stockpile materials to allow this closure to take place, this would incur
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:24: • concreting foundations with a requirement for piled foundations for some
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:24: in-situ). There would be a requirement for piled foundations for some elements of the
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:28: • Installation of an approximately 230m long, 6m deep sheet-piled cut-off wall in a
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:29: constructed on approximately 500 tubular piles (in the order of 914mm
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:29: 2. A continuous quay taking the form of a combi-piled wall retaining fill material,
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:29:A suspended reinforced concrete deck would be formed with steel tubular piles to be
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:29:driven into the bed. The piles would support a reinforced concrete deck onto which the
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:29:A continuous quay would comprise a combi-piled wall formed with primary driven steel
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:29:tubular king piles linked with secondary driven steel sheet piles. The front combi-piled
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:29:wall would be connected by tie rods to a sheet piled anchor wall at a distance of
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:29:approximately 30m to 40m. The king piles would support a reinforced concrete cope
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:29:beam onto which the waterside ship loader rails would be fixed. A piled beam would be
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:29:Approximately 190 king piles and a 265m length of sheet pile wall would be required for
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:29:the front combi-wall, with a 460m length of sheet pile wall required for the anchor wall. It
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:29:is estimated that the piles for the rail beam would be installed between the tie rods at 7m
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:29:centres, resulting in the requirement for approximately 75 piles to be installed.
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:33: Depending on ground conditions it may not be possible to drive piles through hard layers
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:33: is high, some pre-augering of piles to facilitate driving to the required depth, or the
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:33: installation of reinforced concrete rock sockets at the base of tubular steel piles, may be
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:45: additional drag force of the piles on the flow (for the suspended deck option) and the
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:51: The proposed materials handling facility would require the installation of piled
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:51: foundations. Piles have the potential to result in the creation of pollution linkages and
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:53: • appropriate siting of stockpiles to prevent potential contamination in made
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:55: terminal itself (e.g. through the installation of piles). The disturbance and re-suspension
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:61:For the suspended deck quay option, the installation of approximately 500 tubular piles
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:64: • use of soft start pile driver where the hammer energy is ramped up over a period
TR030002-000448-ES Section 13 Air quality.pdf:26: high as any stockpiles on site.
TR030002-000448-ES Section 13 Air quality.pdf:26: x Cover, seed or fence stockpiles to prevent wind whipping.
TR030002-000448-ES Section 13 Air quality.pdf:27: x Re-vegetate earthworks and exposed areas/soil stockpiles to stabilise surfaces as soon as
TR030002-000771-York Potash Ltd (3).pdf:29: (i) a suspended deck supported by piles and a revetment on a re-graded slope on the south
TR030002-000771-York Potash Ltd (3).pdf:49: approximately 200 driven steel tubular piles in phase 1, with an additional 200 piles
TR030002-000771-York Potash Ltd (3).pdf:49: prior to installation of piles, or placed following installation of the piles; and
TR030002-000771-York Potash Ltd (3).pdf:50: (i) the combi-pile wall would consist of 120 king piles (of approximately 2m diameter)
TR030002-000771-York Potash Ltd (3).pdf:50: with intermediate sheet piles;
TR030002-000771-York Potash Ltd (3).pdf:50: (ii) the anchor wall would consist of a length of approximately 210m of sheet piles; and
TR030002-000771-York Potash Ltd (3).pdf:50: (iii) 40, 660mm diameter piles would be required for the cope beam to support the landside
TR030002-000771-York Potash Ltd (3).pdf:50: ship loader rails, installed between the tie rods that connect the king piles to the anchor
TR030002-000771-York Potash Ltd (3).pdf:50: (i) the combi-pile wall would consist of an additional 90 king piles with intermediate
TR030002-000771-York Potash Ltd (3).pdf:50: sheet piles;
TR030002-000771-York Potash Ltd (3).pdf:50: sheet piles; and
TR030002-000771-York Potash Ltd (3).pdf:50: (iii) a further 35, 660mm diameter piles would be required for the cope beam to support
TR030002-000771-York Potash Ltd (3).pdf:53:2010) during pile driving. This would include checking for marine mammals during a pre-piling
TR030002-000771-York Potash Ltd (3).pdf:83: 12. If any pile, stump or other obstruction to navigation becomes exposed in the course of
TR030002-000771-York Potash Ltd (3).pdf:83:constructing any tidal work (other than a pile, stump or other obstruction on the site of a structure
TR030002-000569-Doc 7.3 Appendix 2a - MDT Planning Statement.pdf:45: mine stockpile (page 2). In addition, page 2 of the DAS states:-
TR030002-000799-Document 6.12A - Mitigation and Monitoring Strategy - Rev 4.pdf:18:lifted from barge and carried to a stockpile within the lagoon. The exact method of bringing the material
TR030002-000799-Document 6.12A - Mitigation and Monitoring Strategy - Rev 4.pdf:19:Using material from the stockpile, the existing spit/bund would be extended across the lagoon. The height of
TR030002-000799-Document 6.12A - Mitigation and Monitoring Strategy - Rev 4.pdf:19:be deposited in the stockpile.
TR030002-000799-Document 6.12A - Mitigation and Monitoring Strategy - Rev 4.pdf:19:stockpile, the bund would continue to be extended and the islands formed using material from the stockpile.
TR030002-000799-Document 6.12A - Mitigation and Monitoring Strategy - Rev 4.pdf:19:The spit/bund would be completed; no further marl would be stockpiled.
TR030002-000846-York Potash Ltd - Constructability Notes - BP CATS Pipeline Northern Route.pdf:7: piled) will be designed so that they are capable of supporting the crane outriggers or track loads,
TR030002-000846-York Potash Ltd - Constructability Notes - BP CATS Pipeline Northern Route.pdf:8: between the asset and pile/ excavations during construction, such as a sheet piling between the pile and
TR030002-000846-York Potash Ltd - Constructability Notes - BP CATS Pipeline Northern Route.pdf:9: adopted should there be a need to use impact breakers to remove areas of hard standing over the piles
TR030002-000846-York Potash Ltd - Constructability Notes - BP CATS Pipeline Northern Route.pdf:9: or at pile caps locations. If the limits are likely to be exceeded, other methods of removing hard material
TR030002-000846-York Potash Ltd - Constructability Notes - BP CATS Pipeline Northern Route.pdf:9:8.5 In terms of excavations for pile caps near buried assets, the guidance documentation referred to in
TR030002-000444-ES Section 9 Marine and coastal ornithology.pdf:33: installation of up to three piled supports in the upstream (inland) section of Dabholm Gut for the
TR030002-000444-ES Section 9 Marine and coastal ornithology.pdf:33:9.6.3 The piled supports would each have a direct footprint of approximately 1m 2 and, therefore, the direct
TR030002-000444-ES Section 9 Marine and coastal ornithology.pdf:35: terminal, which may be used by roosting waterbirds (particularly an open piled structure).
TR030002-000444-ES Section 9 Marine and coastal ornithology.pdf:39: the upper part of Dabholm Gut to cut off support piles for the conveyor, but these would be very short
TR030002-000443-ES Section 8 Marine ecology.pdf:5:discussion regarding this option (combi-piled wall retaining fill material). When encroachment is shown in plans, considerable
TR030002-000443-ES Section 8 Marine ecology.pdf:8:The king piles for the solid quay option will be approximately 2m in diameter whereas the subsea acoustic modelling assumes a pi
TR030002-000443-ES Section 8 Marine ecology.pdf:8:diameter of 914mm. Clarity is requested as to why the worst case pile diameter was not used for modelling.
TR030002-000443-ES Section 8 Marine ecology.pdf:22: pile diameter of 2m as a worst case scenario (for the solid quay option) and 914mm (for the open quay
TR030002-000443-ES Section 8 Marine ecology.pdf:40: and 2000mm diameter impact pile respectively.
TR030002-000443-ES Section 8 Marine ecology.pdf:40: diameter pile
TR030002-000443-ES Section 8 Marine ecology.pdf:40: diameter pile
TR030002-000443-ES Section 8 Marine ecology.pdf:40: and South positions is similar for both pile diameters, until the point at which the sound drops below
TR030002-000443-ES Section 8 Marine ecology.pdf:41:diameter pile at the North position
TR030002-000443-ES Section 8 Marine ecology.pdf:42:diameter pile at the South position
TR030002-000443-ES Section 8 Marine ecology.pdf:43:2000mm diameter pile at the North position
TR030002-000443-ES Section 8 Marine ecology.pdf:44: 2000mm diameter pile at the South position
TR030002-000443-ES Section 8 Marine ecology.pdf:51: (SPLpeak) criteria extends for a 914mm diameter pile and a 2000mm diameter pile is limited, at 4m and
TR030002-000443-ES Section 8 Marine ecology.pdf:51: harbour seals as a result of impact piling using a 914mm diameter pile and a 2000mm diameter pile.
TR030002-000443-ES Section 8 Marine ecology.pdf:51: 914mm and 2000mm diameter pile
TR030002-000443-ES Section 8 Marine ecology.pdf:52: diameter pile and a 2000mm diameter pile respectively. As with the unweighted noise level data
TR030002-000443-ES Section 8 Marine ecology.pdf:52: source and those periods between pile driving (e.g. when repositioning the piling barge, or when
TR030002-000443-ES Section 8 Marine ecology.pdf:52: diameter pile
TR030002-000443-ES Section 8 Marine ecology.pdf:52: diameter pile
TR030002-000443-ES Section 8 Marine ecology.pdf:53: source at a speed of 1.5m/s. It has also been assumed that one pile would take 90 minutes to drive,
TR030002-000443-ES Section 8 Marine ecology.pdf:53: with six piles being installed in a 12 hour period.
TR030002-000443-ES Section 8 Marine ecology.pdf:53: above (with regard to impact piling a 914mm diameter pile). The maximum range for single pulses is
TR030002-000443-ES Section 8 Marine ecology.pdf:53: position. Table 8-19 shows the ranges for impact piling of a 2000mm diameter pile. The maximum
TR030002-000443-ES Section 8 Marine ecology.pdf:53: range for single pulse of a 2000mm diameter pile is predicted to be 14m and 16m from the North and
TR030002-000443-ES Section 8 Marine ecology.pdf:54:914mm diameter pile and blow energy of 125 kJ
TR030002-000443-ES Section 8 Marine ecology.pdf:55:2000mm diameter pile and blow energy of 125 kJ
TR030002-000443-ES Section 8 Marine ecology.pdf:55:Table 8-18 Summary of impact ranges from impact piling a 914mm diameter pile using Southall et al 2007
TR030002-000443-ES Section 8 Marine ecology.pdf:56: Table 8-19 Summary of impact ranges from impact piling a 2000mm diameter pile using Southall et al 2007
TR030002-000443-ES Section 8 Marine ecology.pdf:56: piling a 914mm and 2000mm diameter pile respectively. Modelling of underwater noise from the
TR030002-000443-ES Section 8 Marine ecology.pdf:56: 914mm diameter pile and 2000mm diameter pile using the 130 dBht (species) criteria is predicted to be
TR030002-000443-ES Section 8 Marine ecology.pdf:56: seal is 3.01km, for 90 dBht (914mm diameter pile) and 4.47km (2000mm diameter pile). For 75 dB ht,
TR030002-000443-ES Section 8 Marine ecology.pdf:56: the maximum range reached 4.89km for harbour seal for both the 914mm and 2000mm diameter pile
TR030002-000443-ES Section 8 Marine ecology.pdf:56: diameter pile. For the 914mm diameter pile, the single pulse SEL impact range was predicted to be a
TR030002-000443-ES Section 8 Marine ecology.pdf:56: 310m. For the 2000mm diameter pile, the single pulse SEL impact range was predicted to be a
TR030002-000443-ES Section 8 Marine ecology.pdf:56: between pile driving (e.g. when repositioning the piling barge or boring/pre-augering holes) which would
TR030002-000443-ES Section 8 Marine ecology.pdf:57: to marine mammals from piling noise’ (JNCC, 2010) should be adhered to during pile driving. This
TR030002-000443-ES Section 8 Marine ecology.pdf:61: noise’ should be adhered to during pile driving. This w
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:10:below in Table 2-1. Two different sized pile diameters have been modelled in order to consider
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:10:deck structure with driven steel tubular piles (of the order of 914mm) into the bed. The hammer
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:10:form of a combi-piled wall. This consists of a number of king piles (of the order of 2000mm)
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:10:which are linked with secondary driven steel sheet piles. The king piles have been modelled
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:10:in comparison to sheet piles, due to their size and the energy required to install them.
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:10: Assumed Pile Diameter 914 mm/2000 mm
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:16:installation of contiguous steel piles for construction of the proposed port terminal by means of
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:16:pile. An alternative construction option consists of a combi-piled wall with king piles linked with
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:16:sheet piles. The king piles have been modelled based on a 2000mm diameter sized pile driven
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:16:using a hammer with energy of 305kJ. Both sized piles have been modelled at two locations, at
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:16:noise are expected to occur for the installation of a 914mm diameter pile. From this it can be
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:16:of a 2000mm pile.
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:16: piling operations for a 914mm diameter pile
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:17: piling operations for a 2000 mm diameter pile
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:17:piling of a 914mm diameter pile, three representative transects (with the following direction;
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:17:2000mm diameter pile in Figure 3-2 to Figure 3-6.
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:17: three transects from impact piling of a 914mm diameter pile using the INSPIRE
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:18: piling of a 914mm diameter pile at the north location
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:18: piling of a 914mm diameter pile at the south location
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:19: three transects from impact piling of a 2000mm diameter pile using the
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:19: piling of a 2000mm diameter pile at the north location
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:20: piling of a 2000mm diameter pile at the south location
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:23:plotted against unweighted peak-to-peak levels from actual measurements. The piles driven
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:31:The Source Level for the noise from impact piling operations of a 914mm diameter pile, using a
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:31:(SPLpeak). The Source Level for the impact piling of a 2000 mm diameter pile, using a maximum
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:31:source levels for both pile diameters exceed the 220 dB re 1 µPa (SPLpeak) criteria for physical
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:31:the 914mm pile and 8m for the 2000mm pile. The 206 dB re 1 µPa (SPLpeak) criteria for fish injury
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:31:(FHWG, 2008) is predicted to be a maximum of 10m for 914mm pile and 36m for 2000mm pile.
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:31:fish have been observed by McCauley et al, 2000, is predicted to extend to 22m for 914mm pile
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:31:and 84m for 2000mm pile.
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:31: for impact piling operations of a 914mm diameter pile
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:31: for impact piling operations of a 2000mm diameter pile
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:32:extend to a maximum of 18m and 34m for the 914mm pile and for the 2000mm pile a maximum
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:33:can be seen that the estimated impact ranges from impact piling a 914mm diameter pile are
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:33:Table 6-5 shows that for the impact piling of a 2000mm diameter pile, the estimated impact
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:33: piling of a 914mm diameter pile (see previous section for explanation of * and
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:34: piling of a 2000 mm diameter pile (see previous section for explanation of *
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:35: piling operations using 914mm diameter pile and blow energy of 125 kJ
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:35: impact piling operations using 914mm diameter pile and blow energy of 125 kJ
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:36: piling operations using 914mm diameter pile and blow energy of 125 kJ
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:36: impact piling operations using 914mm diameter pile and blow energy of 125 kJ
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:37: piling operations using 914mm diameter pile and blow energy of 125 kJ
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:37: for impact piling operations using 914mm diameter pile and blow energy of
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:38: piling operations using 2000mm diameter pile and blow energy of 305 kJ
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:38: impact piling operations using 2000mm diameter pile and blow energy of 305
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:39: piling operations using 2000mm diameter pile and blow energy of 305 kJ
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:39: impact piling operations using 2000mm diameter pile and blow energy of 305
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:40: piling operations using 2000mm diameter pile and blow energy of 305 kJ
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:40: seal for impact piling operations using 2000mm diameter pile and blow energy
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:42:the noise source at speed of 1.5m/s. It has been assumed herein that one pile will take 90
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:42:minutes to install, with six piles being installed in a 12 hour period.
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:42:assumptions above, for the impact piling of a 914mm diameter pile. The maximum range for
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:42:single pulse is seen to be 6m at both positions for the 914mm diameter pile. The maximum range
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:42:Table 6-8 shows the ranges for the impact piling of a 2000mm diameter pile. The maximum
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:42:range for single pulse of a 2000mm pile is seen to be 16m at the south position. For an exposure
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:42: diameter pile using Southall criteria SEL of 186 dB for pinnipeds (in water)
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:42: diameter pile using Southall criteria SEL of 186 dB for pinnipeds (in water)
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:43:suffer a lethal effect. For the impact piling of a 914mm diameter pile physical traumatic injury
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:43:diameter pile physical traumatic injury could occur out to 8m for all marine species and 36m for
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:43:herring and 34m for harbour seal based on impact piling of a 914mm diameter pile. The
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:43:maximum range for the impact piling of a 2000mm diameter pile was calculated to be 56m for
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:43:respect to the 914mm diameter pile, shows that the largest impact ranges from impact piling are
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:43:range less than 400m. For the impact piling of a 2000mm diameter pile, the estimated impact
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:43:of a 914m diameter pile, the ranges have been calculated for the 186 dB criteria for pinnipeds (in
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:44:310 m, for an animal fleeing from the noise, where six piles are driven over the duration of 12
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:44:diameter pile have been calculated to be 16m for the single pulse SEL and 880m for the multiple
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:45:interim sound exposure criteria for fish during pile driving activities. CALTRANS-Arlington Memo
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:45:Injury to Fish from Pile Driving Activities. Memorandum following a meeting of the United States
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:46:injury of fish exposed to pile driving operations: A white paper.
TR030002-000658-Doc 3.8D - Indicative Elevation Solid Quay Construction.pdf:1: PILE WALL
TR030002-000658-Doc 3.8D - Indicative Elevation Solid Quay Construction.pdf:1: PILE WALL
TR030002-000372-Rule 17 Letter.pdf:1:The RIES compiles, records, and signposts information about the potential effects of
TR030002-000561-Doc 6.7 Environmental Statement Non Technical Summary_2 of 2.pdf:7: option, the quay structure would be a combi-pile wall comprised of a line of steel tubular king piles
TR030002-000561-Doc 6.7 Environmental Statement Non Technical Summary_2 of 2.pdf:7: linked by pairs of steel sheet piles. Access to the solid quay would be from the reclaimed area behind
TR030002-000561-Doc 6.7 Environmental Statement Non Technical Summary_2 of 2.pdf:18: constant noise source and those periods between pile driving (e.g. when repositioning the piling barge)
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:39: o installation of the piles using floating plant
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:39: o installation of the combi-pile wall using floating plant
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:39: o installation of reinforced concrete pad foundations or piled foundations for the storage surge
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:39: o installation of piled foundations for conveyor support towers.
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:39: impacts to hydrology, hydrogeology and human health would be earthworks and construction of piled
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:41:6.5.14 The proposed solid quay option would involve a combination steel pile and sheet pile wall constructed
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:42: x alteration of groundwater flow around piled foundations;
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:42:6.5.20 Both quay options would require circular steel piles extending into the Mercia Mudstone. The solid
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:42: quay would also involve intervening steel sheet piles, extending to a shallower depth, likely to be
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:42: deposits, that would allow any increase in groundwater head behind the sheet piles to dissipate over a
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:43: However, due to other site constraints it is proposed that reinforced concrete piles will be installed by
TR030002-000674-Doc 6.3 Habitats Regulations Assessment_1 of 2.pdf:17: comprising a reinforced concrete deck supported by approximately 400 steel tubular piles. It is
TR030002-000674-Doc 6.3 Habitats Regulations Assessment_1 of 2.pdf:17: anticipated that the piles would be in the order of 0.9m diameter. The piles would support the concrete
TR030002-000674-Doc 6.3 Habitats Regulations Assessment_1 of 2.pdf:17:2.2.8 For the solid quay option, the quay structure would be a combi-pile wall comprising a line of steel
TR030002-000674-Doc 6.3 Habitats Regulations Assessment_1 of 2.pdf:17: tubular king piles linked by pairs of steel sheet piles. The king piles would be connected via tie rods to
TR030002-000674-Doc 6.3 Habitats Regulations Assessment_1 of 2.pdf:17: a steel sheet pile anchor wall approximately 30-40m behind the berth line. The king piles would
TR030002-000674-Doc 6.3 Habitats Regulations Assessment_1 of 2.pdf:17: piled beam would be required, parallel to the cope beam to support the landside ship loader rails. The
TR030002-000674-Doc 6.3 Habitats Regulations Assessment_1 of 2.pdf:17:2.2.9 Approximately 210 king piles (approximately 2m in diameter) and intermediate sheet piles would be
TR030002-000674-Doc 6.3 Habitats Regulations Assessment_1 of 2.pdf:17: required for the combi-wall, with steel sheet piles, required for the anchor wall. A total of 75 piles
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:22: • concreting foundations with a requirement for piled foundations for some
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:22: in-situ). There would be a requirement for piled foundations for some elements of the
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:26: • Installation of an approximately 230m long, 6m deep sheet-piled cut-off wall in a
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:27: constructed on approximately 500 tubular piles (in the order of 914mm
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:27: 2. A continuous quay taking the form of a combi-piled wall retaining fill material,
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:27:A suspended reinforced concrete deck would be formed with steel tubular piles to be
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:27:driven into the bed. The piles would support a reinforced concrete deck onto which the
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:27:A continuous quay would comprise a combi-piled wall formed with primary driven steel
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:27:tubular king piles linked with secondary driven steel sheet piles. The front combi-piled
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:27:wall would be connected by tie rods to a sheet piled anchor wall at a distance of
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:27:approximately 30m to 40m. The king piles would support a reinforced concrete cope
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:27:beam onto which the waterside ship loader rails would be fixed. A piled beam would be
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:27:Approximately 190 king piles and a 265m length of sheet pile wall would be required for
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:27:the front combi-wall, with a 460m length of sheet pile wall required for the anchor wall. It
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:27:is estimated that the piles for the rail beam would be installed between the tie rods at 7m
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:27:centres, resulting in the requirement for approximately 75 piles to be installed.
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:31: Depending on ground conditions it may not be possible to drive piles through hard layers
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:31: is high, some pre-augering of piles to facilitate driving to the required depth, or the
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:31: installation of reinforced concrete rock sockets at the base of tubular steel piles, may be
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:43: additional drag force of the piles on the flow (for the suspended deck option) and the
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:49: The proposed materials handling facility would require the installation of piled
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:49: foundations. Piles have the potential to result in the creation of pollution linkages and
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:51: • appropriate siting of stockpiles to prevent potential contamination in made
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:53: terminal itself (e.g. through the installation of piles). The disturbance and re-suspension
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:59:For the suspended deck quay option, the installation of approximately 500 tubular piles
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:62: • use of soft start pile driver where the hammer energy is ramped up over a period
TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf:34: the east of the Granulation buildings, are designed to hold a stockpile of
TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf:34: span, with no internal supports. Stockpiles of the finished polyhalite product will
TR030002-000826-York Potash Ltd (2).pdf:44:earlier drawings). The piled foundations for the trestle supports to the conveyor bridge will straddle the
TR030002-000826-York Potash Ltd (2).pdf:48:have piled foundations. These will not be sensitive to the low vibration techniques proposed for pile
TR030002-000826-York Potash Ltd (2).pdf:48:installation and relatively shallow excavations for the pile caps and foundations. Similarly the
TR030002-000826-York Potash Ltd (2).pdf:48:may be necessary to install some form of physical separation between the asset and pile/ excavations
TR030002-000826-York Potash Ltd (2).pdf:48:during construction, such as a driven sheet pile between the pile and the buried asset. The means and
TR030002-000826-York Potash Ltd (2).pdf:48:areas of hard standing over the piles or at pile caps locations. If the limits are exceeded other methods of
TR030002-000826-York Potash Ltd (2).pdf:58:closure, sufficient notice be given and the timing of the lift agreed so that stockpile of coke and coal can
TR030002-000826-York Potash Ltd (2).pdf:66: piled) will be designed so that they are capable of supporting the crane outriggers or track loads,
TR030002-000826-York Potash Ltd (2).pdf:67: It may be necessary to install some form of physical separation between the asset and pile/ excavations
TR030002-000826-York Potash Ltd (2).pdf:67: during construction, such as a driven sheet pile between the pile and the buried asset. The means and
TR030002-000826-York Potash Ltd (2).pdf:67: adopted should there be a need to use impact breakers to remove areas of hard standing over the piles
TR030002-000826-York Potash Ltd (2).pdf:67: or at pile caps locations. If the limits are likely to be exceeded, other methods of removing hard material
TR030002-000826-York Potash Ltd (2).pdf:67:8.3 In terms of excavations for pile caps near buried assets, the guidance documentation referred to in
TR030002-000826-York Potash Ltd (2).pdf:74: piled) will be designed so that they are capable of supporting the crane outriggers or track loads,
TR030002-000826-York Potash Ltd (2).pdf:76: be necessary to install some form of physical separation between the asset and pile/ excavations during
TR030002-000826-York Potash Ltd (2).pdf:76: construction, such as a driven sheet pile between the pile and the buried asset. The means and need for
TR030002-000826-York Potash Ltd (2).pdf:76: adopted should there be a need to use impact breakers to remove areas of hard standing over the piles
TR030002-000826-York Potash Ltd (2).pdf:76: or at pile caps locations. If the limits are likely to be exceeded, other methods of removing hard material
TR030002-000826-York Potash Ltd (2).pdf:76:8.3 In terms of excavations for pile caps near buried assets, the guidance documentation referred to in
TR030002-000826-York Potash Ltd (2).pdf:79: original Book of Reference were compiled by land referencing agents who undertook a
TR030002-000668-Doc 3.12E - Conveyor Cross Sections Southern Route Sheet 1.pdf:1: PILE CAP
TR030002-000668-Doc 3.12E - Conveyor Cross Sections Southern Route Sheet 1.pdf:1: PILE CAP
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:29: (i) a suspended deck supported by piles and a revetment on a re-graded slope on the south
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:51: approximately 200 driven steel tubular piles in phase 1, with an additional 200 piles
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:51: prior to installation of piles, or placed following installation of the piles; and
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:52: (i) the combi-pile wall would consist of 120 king piles (of approximately 2m diameter) with
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:52: intermediate sheet piles;
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:52: (ii) the anchor wall would consist of a length of approximately 210m of sheet piles; and
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:52: (iii) 40, 660mm diameter piles would be required for the cope beam to support the landside
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:52: ship loader rails, installed between the tie rods that connect the king piles to the anchor
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:52: (i) the combi-pile wall would consist of an additional 90 king piles with intermediate sheet
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:52: piles;
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:52: sheet piles; and
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:52: (iii) a further 35, 660mm diameter piles would be required for the cope beam to support the
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:55:2010) during pile driving. This would include checking for marine mammals during a pre-piling
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:100: 12. If any pile, stump or other obstruction to navigation becomes exposed in the course of
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:100:constructing any tidal work (other than a pile, stump or other obstruction on the site of a structure
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:8: been compiled by the SoS under their duty to notify the consultees
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:15: would include the installation of a 230m by 6m deep sheet-piled
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:16: foundations would be a ground bearing slab and some piled
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:21: methodology and type/number of piles anticipated to be used to
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:68:quay of a combi‐piled wall retaining fill material.
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:68:Further information on timing, methodology and type/number of piles should be included in
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:91: The impact of piled structures (monopile and sheet) within the marine environment will need
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:121: compile; but
TR030002-000275-P D Teesport Limited.pdf:9: 12. If any pile, stump or other obstruction to navigation becomes exposed in the course of
TR030002-000275-P D Teesport Limited.pdf:9: constructing any tidal work (other than a pile, stump or other obstruction on the site of a structure
TR030002-000670-Doc 6.1 Consultation Statement - Main Text.pdf:63:7.18 NE queried why worst case scenario pile diameters had not been used
TR030002-000704-Applicant response to First Questions - Appendix 6.pdf:14: piles. This option does not allow for the use of any treated silt as low grade fill material in the
TR030002-000704-Applicant response to First Questions - Appendix 6.pdf:14:2.2.3 The solid quay structure would be a combi-pile wall comprised of a line of steel tubular king piles linked
TR030002-000704-Applicant response to First Questions - Appendix 6.pdf:14: by pairs of steel sheet piles. The king piles would connect via tie rods to a steel sheet pile anchor wall
TR030002-000704-Applicant response to First Questions - Appendix 6.pdf:14: approximately 30 to 40m behind the berth line. The king piles would support a reinforced concrete cope
TR030002-000704-Applicant response to First Questions - Appendix 6.pdf:14: beam onto which the waterside ship loader rails would be fixed. A piled beam would be required
TR030002-000483-Section 12 App 12.3 Construction Traffic Management Plan.pdf:16: stockpile areas at the MHF and Harbour facilities. These would facilitate advanced planning of
TR030002-000483-Section 12 App 12.3 Construction Traffic Management Plan.pdf:25:6.3.1 On receipt of a report of a potential breach, the TPC would investigate the circumstance and compile a
TR030002-000483-Section 12 App 12.3 Construction Traffic Management Plan.pdf:169:8.3 List of pile driving or other construction records
TR030002-000570-Doc 7.3 Appendix 2b - MDT Planning Statement Appendices.pdf:232:matched demand since 2010 leading to a reliance on stockpiled product which is nearly
TR030002-000754-Document 4.1A Draft DCO (Clean).pdf:29: (i) a suspended deck supported by piles and a revetment on a re-graded slope on the south
TR030002-000754-Document 4.1A Draft DCO (Clean).pdf:49: approximately 200 driven steel tubular piles in phase 1, with an additional 200 piles
TR030002-000754-Document 4.1A Draft DCO (Clean).pdf:49: prior to installation of piles, or placed following installation of the piles; and
TR030002-000754-Document 4.1A Draft DCO (Clean).pdf:50: (i) the combi-pile wall would consist of 120 king piles (of approximately 2m diameter)
TR030002-000754-Document 4.1A Draft DCO (Clean).pdf:50: with intermediate sheet piles;
TR030002-000754-Document 4.1A Draft DCO (Clean).pdf:50: (ii) the anchor wall would consist of a length of approximately 210m of sheet piles; and
TR030002-000754-Document 4.1A Draft DCO (Clean).pdf:50: (iii) 40, 660mm diameter piles would be required for the cope beam to support the landside
TR030002-000754-Document 4.1A Draft DCO (Clean).pdf:50: ship loader rails, installed between the tie rods that connect the king piles to the anchor
TR030002-000754-Document 4.1A Draft DCO (Clean).pdf:50: (i) the combi-pile wall would consist of an additional 90 king piles with intermediate
TR030002-000754-Document 4.1A Draft DCO (Clean).pdf:50: sheet piles;
TR030002-000754-Document 4.1A Draft DCO (Clean).pdf:50: sheet piles; and
TR030002-000754-Document 4.1A Draft DCO (Clean).pdf:50: (iii) a further 35, 660mm diameter piles would be required for the cope beam to support
TR030002-000754-Document 4.1A Draft DCO (Clean).pdf:53:2010) during pile driving. This would include checking for marine mammals during a pre-piling
TR030002-000754-Document 4.1A Draft DCO (Clean).pdf:83: 12. If any pile, stump or other obstruction to navigation becomes exposed in the course of
TR030002-000754-Document 4.1A Draft DCO (Clean).pdf:83:constructing any tidal work (other than a pile, stump or other obstruction on the site of a structure
TR030002-000442-ES Section 7 Marine sediment and water quality.pdf:7:The impact of piled structures within the marine environment will need to be fully assessed with respect to receptors Sections 7.
TR030002-000442-ES Section 7 Marine sediment and water quality.pdf:20:7.5.2 The construction of the port terminal would require the installation of piles (for both options), and up to
TR030002-000442-ES Section 7 Marine sediment and water quality.pdf:20: three driven piles would be required in the upstream (inland) reach of Dabholm Gut to support the
TR030002-000442-ES Section 7 Marine sediment and water quality.pdf:25:7.5.15 Installation of up to three piled supports (each with two foundations) in Dabholm Gut for the
TR030002-000442-ES Section 7 Marine sediment and water quality.pdf:30: Gut. It is envisaged that the piled supports would be cut off rather than removed and, therefore, there
TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf:171: compiled for the AOI.
TR030002-000765-Document 8.4 Applicants Responses to Other Responses to ExA Q1.pdf:7: piled supports for the conveyor system within either
TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf:24: assigned are shown in Table 3.1. The proposed extended quay is a piled structure above
TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf:24: Piled frontage of existing Teesport Container Terminal 0.5
TR030002-000466-Section 5 App 5.2 Model calibration and validation.pdf:28: Teesport Container Terminal will by faced with piles in front of grouted mattress. If the
TR030002-000488-Section 12 App 12.8 Activity HGV summary.pdf:3:Installation of Piles from Floating Plant 127 127 127
TR030002-000488-Section 12 App 12.8 Activity HGV summary.pdf:3:Install Piles 40
TR030002-000488-Section 12 App 12.8 Activity HGV summary.pdf:3:Piled Foundations 114 114 114 114 114
TR030002-000488-Section 12 App 12.8 Activity HGV summary.pdf:3:Pile Caps 116 116 116 116 116 116
TR030002-000488-Section 12 App 12.8 Activity HGV summary.pdf:3:Installation of Piles from Floating Plant 105 105 105 315
TR030002-000488-Section 12 App 12.8 Activity HGV summary.pdf:3:Install Piles 40 40
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:17:install some form of physical separation between the asset and pile/ excavations during construction,
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:17:such as a driven sheet pile between the pile and the buried asset. The means and need for separation
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:18:should there be a need to use impact breakers to remove areas of hard standing over the piles or at pile
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:18:In terms of excavations for pile caps near buried assets, the guidance documentation referred to in
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:24:install some form of physical separation between the asset and pile/ excavations during construction,
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:24:such as a driven sheet pile between the pile and the buried asset. The means and need for separation
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:25:should there be a need to use impact breakers to remove areas of hard standing over the piles or at pile
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:25:In terms of excavations for pile caps near buried assets, the guidance documentation referred to in
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:32:In terms of excavations for pile caps near the linklines, the guidance documentation referred to in section
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:33:install some form of physical separation between the asset and pile/ excavations during construction,
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:33:such as a driven sheet pile between the pile and the buried asset. The means and need for separation
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:34:should there be a need to use impact breakers to remove areas of hard standing over the piles or at pile
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:34:In terms of excavations for pile caps near buried assets, the guidance documentation referred to in
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:37:pipeline operated by DEA (identified as the RWE gas pipeline on earlier drawings). The piled foundations
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:41:as pilelines.
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:41:have piled foundations. These will not be sensitive to the low vibration techniques proposed for pile
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:41:installation and relatively shall excavations for the pile caps and foundations. Similarly the embankment
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:42:may be necessary to install some form of physical separation between the asset and pile/ excavations
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:42:during construction, such as a driven sheet pile between the pile and the buried asset. The means and
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:42:should there be a need to use impact breakers to remove areas of hard standing over the piles or at pile
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:51:closure, sufficient notice be given and the timing of the lift agreed so that stockpile of coke and coal can
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:54:(identified as the RWE gas pipeline on earlier drawings). The piled foundations for the trestle supports to
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:57:ground conditions it is anticipated that the existing bridge structure including abutments will have piled
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:57:foundations. These will not be sensitive to the low vibration techniques proposed for pile installation and
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:57:relatively shall excavations for the pile caps and foundations. Similarly the embankment will not be
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:57:may be necessary to install some form of physical separation between the asset and pile/ excavations
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:57:during construction, such as a driven sheet pile between the pile and the buried asset. The means and
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:57:should there be a need to use impact breakers to remove areas of hard standing over the piles or at pile
TR030002-000437-ES Section 3 Project description_1 of 2.pdf:29: deck supported by approximately 200 driven steel tubular piles in Phase 1, with an additional 200 piles
TR030002-000437-ES Section 3 Project description_1 of 2.pdf:29: required for Phase 2. It is anticipated that the piles would be in the order of 0.9m diameter. The piles
TR030002-000437-ES Section 3 Project description_1 of 2.pdf:29: proposed to be a reinforced concrete slab approximately 15m x 15m supported by piles.
TR030002-000437-ES Section 3 Project description_1 of 2.pdf:29:3.1.22 Under this option, the quay structure would be a combi-pile wall comprised of a line of steel tubular king
TR030002-000437-ES Section 3 Project description_1 of 2.pdf:29: piles linked by pairs of steel sheet piles. The king piles would connect via tie rods to a steel sheet pile
TR030002-000437-ES Section 3 Project description_1 of 2.pdf:29: anchor wall approximately 30 to 40m behind the berth line. The king piles would support a reinforced
TR030002-000437-ES Section 3 Project description_1 of 2.pdf:29: concrete cope beam onto which the waterside ship loader rails would be fixed. A piled beam would be
TR030002-000437-ES Section 3 Project description_1 of 2.pdf:29:3.1.23 For Phase 1, it is anticipated that the main wall would consist of 120 king piles (of approximately 2m
TR030002-000437-ES Section 3 Project description_1 of 2.pdf:29: diameter) with intermediate sheet piles. The anchor wall would be approximately 210m long and
TR030002-000437-ES Section 3 Project description_1 of 2.pdf:29: consist of sheet piles. It is estimated that in the order of 40, 660mm diameter piles would be required
TR030002-000437-ES Section 3 Project description_1 of 2.pdf:29: king piles to the anchor wall.
TR030002-000437-ES Section 3 Project description_1 of 2.pdf:30:3.1.24 For Phase 2, it is anticipated that the main wall would consist of an additional 90 king piles with
TR030002-000437-ES Section 3 Project description_1 of 2.pdf:30: intermediate sheet piles and the anchor wall would consist of sheet piles of approximately 200m in
TR030002-000437-ES Section 3 Project description_1 of 2.pdf:30: length. A further 35 piles of 660mm diameter would be required for the rail beam to support the
TR030002-000437-ES Section 3 Project description_1 of 2.pdf:39: port terminal are under consideration (the second option being an open piled structure, which would not
TR030002-000857-151216 TR030002 York Potash Ltd - Document 6.10A - Outline Construction Environmental Management Plan.pdf:23: Erect solid screens or barriers around dusty activities or the site boundary that are at least as high as any stockpiles on site.
TR030002-000857-151216 TR030002 York Potash Ltd - Document 6.10A - Outline Construction Environmental Management Plan.pdf:23: Cover, seed or fence stockpiles to prevent wind whipping.
TR030002-000857-151216 TR030002 York Potash Ltd - Document 6.10A - Outline Construction Environmental Management Plan.pdf:24: Re-vegetate earthworks and exposed areas/soil stockpiles to stabilise surfaces as soon as practicable.
TR030002-000857-151216 TR030002 York Potash Ltd - Document 6.10A - Outline Construction Environmental Management Plan.pdf:27:30 The installation of the conveyor would involve progression of bored concrete piles rather than impact piling along both conveyor route options.
TR030002-000249-York Potash_RIES_25 Nov 2015.pdf:5:1.3 This report compiles, documents and signposts information provided
TR030002-000666-Doc 3.12B - Conveyor Cross Sections Northern Route Sheet 1.pdf:1: PILE CAP
TR030002-000666-Doc 3.12B - Conveyor Cross Sections Northern Route Sheet 1.pdf:1: PILE CAP
TR030002-000434-ES Contents_index.pdf:16: impact piling for a 914mm diameter pile
TR030002-000434-ES Contents_index.pdf:16: impact piling for a 2000mm diameter pile
TR030002-000434-ES Contents_index.pdf:17: impact piling operations using a 914mm and 2000mm diameter pile
TR030002-000434-ES Contents_index.pdf:17: impact piling of a 914mm diameter pile
TR030002-000434-ES Contents_index.pdf:17: impact piling of a 2000mm diameter pile
TR030002-000434-ES Contents_index.pdf:17:Table 8-18 Summary of impact ranges from impact piling a 914mm diameter pile
TR030002-000434-ES Contents_index.pdf:17:Table 8-19 Summary of impact ranges from impact piling a 2000mm diameter pile
TR030002-000434-ES Contents_index.pdf:17: impact piling of a 914mm diameter pile at the North position
TR030002-000434-ES Contents_index.pdf:17: impact piling of a 914mm diameter pile at the South position
TR030002-000434-ES Contents_index.pdf:17: impact piling of a 2000mm diameter pile at the North position
TR030002-000434-ES Contents_index.pdf:17: impact piling of a 2000mm diameter pile at the South position
TR030002-000434-ES Contents_index.pdf:17: seal for impact piling using a 914mm diameter pile and blow energy of
TR030002-000434-ES Contents_index.pdf:18: seal for impact piling using a 2000mm diameter pile and blow energy of
TR030002-000434-ES Contents_index.pdf:20: piling operations of a 914mm diameter pile and 2000mm diameter pile
TR030002-000434-ES Contents_index.pdf:20: impact piling operations using a 914mm diameter pile
TR030002-000434-ES Contents_index.pdf:20: impact piling operations using a 2000mm diameter pile
TR030002-000434-ES Contents_index.pdf:21: impact piling operations using a 914mm diameter pile and blow energy
TR030002-000434-ES Contents_index.pdf:21: herring for impact piling operations using 914mm diameter pile and blow
TR030002-000434-ES Contents_index.pdf:21: impact piling operations using 914mm diameter pile and blow energy of
TR030002-000434-ES Contents_index.pdf:21: for impact piling operations using 914mm diameter pile and blow energy
TR030002-000434-ES Contents_index.pdf:22: for impact piling operations using 914mm diameter pile and blow energy
TR030002-000434-ES Contents_index.pdf:22: impact piling operations using 2000mm diameter pile and blow energy of
TR030002-000434-ES Contents_index.pdf:22: herring for impact piling operations using 2000mm diameter pile and
TR030002-000434-ES Contents_index.pdf:22: impact piling operations using a 2000mm diameter pile and blow energy
TR030002-000434-ES Contents_index.pdf:22: for impact piling operations using a 2000mm diameter pile and blow
TR030002-000434-ES Contents_index.pdf:22: impact piling operations using a 2000mm diameter pile and blow energy
TR030002-000820-Document 4.1C - Draft Development Consent Order (Clean).pdf:29: (i) a suspended deck supported by piles and a revetment on a re-graded slope on the south
TR030002-000820-Document 4.1C - Draft Development Consent Order (Clean).pdf:50: approximately 200 driven steel tubular piles in phase 1, with an additional 200 piles
TR030002-000820-Document 4.1C - Draft Development Consent Order (Clean).pdf:50: prior to installation of piles, or placed following installation of the piles; and
TR030002-000820-Document 4.1C - Draft Development Consent Order (Clean).pdf:51: (i) the combi-pile wall would consist of 120 king piles (of approximately 2m diameter)
TR030002-000820-Document 4.1C - Draft Development Consent Order (Clean).pdf:51: with intermediate sheet piles;
TR030002-000820-Document 4.1C - Draft Development Consent Order (Clean).pdf:51: (ii) the anchor wall would consist of a length of approximately 210m of sheet piles; and
TR030002-000820-Document 4.1C - Draft Development Consent Order (Clean).pdf:51: (iii) 40, 660mm diameter piles would be required for the cope beam to support the landside
TR030002-000820-Document 4.1C - Draft Development Consent Order (Clean).pdf:51: ship loader rails, installed between the tie rods that connect the king piles to the anchor
TR030002-000820-Document 4.1C - Draft Development Consent Order (Clean).pdf:51: (i) the combi-pile wall would consist of an additional 90 king piles with intermediate
TR030002-000820-Document 4.1C - Draft Development Consent Order (Clean).pdf:51: sheet piles;
TR030002-000820-Document 4.1C - Draft Development Consent Order (Clean).pdf:51: sheet piles; and
TR030002-000820-Document 4.1C - Draft Development Consent Order (Clean).pdf:51: (iii) a further 35, 660mm diameter piles would be required for the cope beam to support
TR030002-000820-Document 4.1C - Draft Development Consent Order (Clean).pdf:54:2010) during pile driving. This would include checking for marine mammals during a pre-piling
TR030002-000820-Document 4.1C - Draft Development Consent Order (Clean).pdf:91: 12. If any pile, stump or other obstruction to navigation becomes exposed in the course of
TR030002-000820-Document 4.1C - Draft Development Consent Order (Clean).pdf:91:constructing any tidal work (other than a pile, stump or other obstruction on the site of a structure
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:29: of approximately 225 tubular steel piles would be installed in rock sockets. It is estimated that piling
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:117: stockpile facilities at the Mine to precisely control the HGV demand for exporting spoil. The resultant
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:129: Areas onsite to allow for imported and exported materials to be stockpiled allowing for more even
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:166: Potential water pollution from extractive materials stockpiles.
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:166: Pollution from extractive materials stockpiles.
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:166: Impacts on water quality from extractive materials stockpiles and pre-grouting of MTS Portal,
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:210: Groundwater flow, level and quality, due to the introduction and presence of piled foundations.
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:210: works or substructures, other than piled foundations. No subsidence or ground stability impacts are
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:211: 105 R/2009/0866/F3M REDCAR AND CLEVELAND and/or installation of piled
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:211: for geotechnical reasons, will require piled foundations that will breach an existing installed membrane
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:212: 130). It is considered possible that piled foundations may be required for some structures. No detailed
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:212: that land at this site may be impacted by contaminants and that piled foundations could form a potential
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:212: associated with the cable installation compared to the small surface disturbance of the deeper piled
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:276: to marine mammals from piling noise’ (JNCC, 2010) should be adhered to during pile driving. This
TR030002-000458-ES Section 23 Impact interrelationships.pdf:5: soils / advancement of piles
TR030002-000758-Document 6.12 Mitigation and Monitoring Strategy.pdf:19:lifted from barge and carried to a stockpile within the lagoon. The exact method of bringing the material
TR030002-000758-Document 6.12 Mitigation and Monitoring Strategy.pdf:20:Using material from the stockpile, the existing spit/bund would be extended across the lagoon. The height of
TR030002-000758-Document 6.12 Mitigation and Monitoring Strategy.pdf:20:be deposited in the stockpile.
TR030002-000758-Document 6.12 Mitigation and Monitoring Strategy.pdf:20:stockpile, the bund would continue to be extended and the islands formed using material from the stockpile.
TR030002-000758-Document 6.12 Mitigation and Monitoring Strategy.pdf:20:The spit/bund would be completed; no further marl would be stockpiled.
TR030002-000440-ES Section 5 Hydrodynamic and sedimentary regime.pdf:19: additional drag force of the piles on the flow. For the solid quay option, the structure has been included
TR030002-000440-ES Section 5 Hydrodynamic and sedimentary regime.pdf:19: is considered that this is due to the drag effect of the piles, further slowing the flow along the quay line
TR030002-000512-Doc 6.6 App 6.2 In combination HGV.pdf:2:Sinking Waste Rock (Spoils) Trucks to transport spoils. Grader and compactor for spoils pile/s 0 0 0 0 16 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:7:Sinking Waste Rock (Spoils) Trucks to transport spoils. Grader and compactor for spoils pile/s 0 0 0 0 0 0 0 4 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:9:Shaft Waste Rock (Spoils) Trucks to transport spoils. Grader and compactor for spoils pile/s 0 0 0 0 0 0 0 4 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:11:Sinking Waste Rock (Spoils) Trucks to transport spoils. Grader and compactor for spoils pile/s 0 0 0 0 0 0 0 4 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:12:Sinking Waste Rock (Spoils) Trucks to transport spoils. Grader and compactor for spoils pile/s 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0
TR030002-000512-Doc 6.6 App 6.2 In combination HGV.pdf:13:Piling 2800 pile 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 480 160 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:Construct Pile caps Ground Beams 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 110 110 700 720 540 720 370 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:14:Installation of Piles from Floating Plant 127 127 127
TR030002-000512-Doc 6.6 App 6.2 In combination HGV.pdf:14:Install Piles 40
TR030002-000512-Doc 6.6 App 6.2 In combination HGV.pdf:14:Piled Foundations 114 114 114 114 114
TR030002-000512-Doc 6.6 App 6.2 In combination HGV.pdf:14:Pile Caps 116 116 116 116 116 116
TR030002-000512-Doc 6.6 App 6.2 In combination HGV.pdf:14:Installation of Piles from Floating Plant 105 105 105 315
TR030002-000512-Doc 6.6 App 6.2 In combination HGV.pdf:14:Install Piles 40 40
TR030002-000371-141125_York_Potash_ExAs_Draft_DCO.PDF:29: (i) a suspended deck supported by piles and a revetment on a re-graded slope on the
TR030002-000371-141125_York_Potash_ExAs_Draft_DCO.PDF:51: approximately 200 driven steel tubular piles in phase 1, with an additional 200 piles
TR030002-000371-141125_York_Potash_ExAs_Draft_DCO.PDF:51: slope prior to installation of piles, or placed following installation of the piles; and
TR030002-000371-141125_York_Potash_ExAs_Draft_DCO.PDF:52: (i) the combi-pile wall would consist of 120 king piles (of approximately 2m diameter)
TR030002-000371-141125_York_Potash_ExAs_Draft_DCO.PDF:52: with intermediate sheet piles;
TR030002-000371-141125_York_Potash_ExAs_Draft_DCO.PDF:52: (ii) the anchor wall would consist of a length of approximately 210m of sheet piles; and
TR030002-000371-141125_York_Potash_ExAs_Draft_DCO.PDF:52: (iii) 40, 660mm diameter piles would be required for the cope beam to support the
TR030002-000371-141125_York_Potash_ExAs_Draft_DCO.PDF:52: landside ship loader rails, installed between the tie rods that connect the king piles to
TR030002-000371-141125_York_Potash_ExAs_Draft_DCO.PDF:52: (i) the combi-pile wall would consist of an additional 90 king piles with intermediate
TR030002-000371-141125_York_Potash_ExAs_Draft_DCO.PDF:52: sheet piles;
TR030002-000371-141125_York_Potash_ExAs_Draft_DCO.PDF:52: sheet piles; and
TR030002-000371-141125_York_Potash_ExAs_Draft_DCO.PDF:52: (iii) a further 35, 660mm diameter piles would be required for the cope beam to support
TR030002-000371-141125_York_Potash_ExAs_Draft_DCO.PDF:55:2010) during pile driving. This would include checking for marine mammals during a pre-piling
TR030002-000371-141125_York_Potash_ExAs_Draft_DCO.PDF:97: 12. If any pile, stump or other obstruction to navigation becomes exposed in the course of
TR030002-000371-141125_York_Potash_ExAs_Draft_DCO.PDF:97:constructing any tidal work (other than a pile, stump or other obstruction on the site of a structure
TR030002-000427-Doc 4.1 Draft DCO (including requirements).pdf:24: (i) a suspended deck supported by piles and a revetment on a re-graded slope on the
TR030002-000427-Doc 4.1 Draft DCO (including requirements).pdf:33: approximately 200 driven steel tubular piles in phase 1, with an additional 200 piles
TR030002-000427-Doc 4.1 Draft DCO (including requirements).pdf:33: slope prior to installation of piles, or placed following installation of the piles; and
TR030002-000427-Doc 4.1 Draft DCO (including requirements).pdf:33: (i) the combi-pile wall would consist of 120 king piles (of approximately 2m diameter)
TR030002-000427-Doc 4.1 Draft DCO (including requirements).pdf:33: with intermediate sheet piles;
TR030002-000427-Doc 4.1 Draft DCO (including requirements).pdf:33: (ii) the anchor wall would consist of a length of approximately 210m of sheet piles;
TR030002-000427-Doc 4.1 Draft DCO (including requirements).pdf:33: (iii) 40, 660mm diameter piles would be required for the cope beam to support the
TR030002-000427-Doc 4.1 Draft DCO (including requirements).pdf:33: landside ship loader rails, installed between the tie rods that connect the king piles to
TR030002-000427-Doc 4.1 Draft DCO (including requirements).pdf:33: (i) the combi-pile wall would consist of an additional 90 king piles with intermediate
TR030002-000427-Doc 4.1 Draft DCO (including requirements).pdf:33: sheet piles;
TR030002-000427-Doc 4.1 Draft DCO (including requirements).pdf:33: sheet piles;
TR030002-000427-Doc 4.1 Draft DCO (including requirements).pdf:33: (iii) a further 35, 660mm diameter piles would be required for the cope beam to support
TR030002-000427-Doc 4.1 Draft DCO (including requirements).pdf:37:2010) during pile driving. This would include checking for marine mammals during a pre-piling
TR030002-000427-Doc 4.1 Draft DCO (including requirements).pdf:61: 11. If any pile, stump or other obstruction to navigation becomes exposed in the course of
TR030002-000427-Doc 4.1 Draft DCO (including requirements).pdf:61:constructing any tidal work (other than a pile, stump or other obstruction on the site of a structure
TR030002-000698-Natural England 1.pdf:33:Statement. However, it then states that these measures will need to Loss of roosting and feeding habitat due to installation of piled
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:29: (i) a suspended deck supported by piles and a revetment on a re-graded slope on the south
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:51: approximately 200 driven steel tubular piles in phase 1, with an additional 200 piles
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:51: prior to installation of piles, or placed following installation of the piles; and
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:52: (i) the combi-pile wall would consist of 120 king piles (of approximately 2m diameter) with
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:52: intermediate sheet piles;
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:52: (ii) the anchor wall would consist of a length of approximately 210m of sheet piles; and
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:52: (iii) 40, 660mm diameter piles would be required for the cope beam to support the landside
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:52: ship loader rails, installed between the tie rods that connect the king piles to the anchor
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:52: (i) the combi-pile wall would consist of an additional 90 king piles with intermediate sheet
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:52: piles;
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:52: sheet piles; and
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:52: (iii) a further 35, 660mm diameter piles would be required for the cope beam to support the
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:55:2010) during pile driving. This would include checking for marine mammals during a pre-piling
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:98: 12. If any pile, stump or other obstruction to navigation becomes exposed in the course of
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:98:constructing any tidal work (other than a pile, stump or other obstruction on the site of a structure
NGCT_Final_ES at KK with figs.pdf:28:Piling The installation of bored and driven piles and the
NGCT_Final_ES at KK with figs.pdf:103: • A piled suspended deck structure
NGCT_Final_ES at KK with figs.pdf:103: • A suspended reinforced concrete deck on bored reinforced concrete piles formed
NGCT_Final_ES at KK with figs.pdf:118: be adopted for the proposed quay; a mass concrete gravity wall and a piled
NGCT_Final_ES at KK with figs.pdf:118: concrete gravity wall, however for the piled suspended deck it would be necessary to
NGCT_Final_ES at KK with figs.pdf:118: 4. Piling for the suspended concrete deck quay structure would be bored concrete piles
NGCT_Final_ES at KK with figs.pdf:119: case scenario and has assumed that piles would be driven.
NGCT_Final_ES at KK with figs.pdf:122: single pile dolphins required for the mooring points. Its location away from any
NGCT_Final_ES at KK with figs.pdf:276: • The redevelopment may, however, necessitate the construction of pile
NGCT_Final_ES at KK with figs.pdf:276: foundations. There is the potential that the installation of piles may transport
NGCT_Final_ES at KK with figs.pdf:278: 10. The construction will necessitate the construction of pile foundations. There is
NGCT_Final_ES at KK with figs.pdf:278: the potential that the installation of these piles may transport contaminated
NGCT_Final_ES at KK with figs.pdf:407: 3. One possible form of construction is a piled suspended concrete deck. The
NGCT_Final_ES at KK with figs.pdf:407: conditions at the site may dictate that percussive pile driving is not practical and
NGCT_Final_ES at KK with figs.pdf:407: that piles may need to be bored into the bedrock. Site investigation to be
NGCT_Final_ES at KK with figs.pdf:407: pile driving prove possible, it is likely that this method would be undertaken.
NGCT_Final_ES at KK with figs.pdf:407: installing bored piles and, therefore, the noise assessment undertaken
NGCT_Final_ES at KK with figs.pdf:409: Pile hammer 2 50 140**
NGCT_Final_ES at KK with figs.pdf:418: pile driving could generate excessive levels of noise (i.e. noise that may damage
NGCT_Final_ES at KK with figs.pdf:418: described above for pile driving. That is, in theory in the immediate vicinity of
NGCT_Final_ES at KK with figs.pdf:437: • Minimizing the height of stockpiles;
NGCT_Final_ES at KK with figs.pdf:437: • Enclosing material stockpiles;
NGCT_Final_ES at KK with figs.pdf:459: CD for the berthing pocket. Additionally, piles for the quay construction at the
NGCT_Final_ES at KK with figs.pdf:506: stockpiles. Details are
MLA_2020_00079-APPLICATION-FORM.pdf:16:Construction of a piled quay structure of overall length 1035m, with the potential for
MLA_2020_00079-APPLICATION-FORM.pdf:16:Construction of the piled quay wall is anticipated to be undertaken using either a jack-
MLA_2020_00079-APPLICATION-FORM.pdf:20:basins and stockpiled on land prior to placement behind the quay wall (should
MLA_2020_00079-APPLICATION-FORM.pdf:22:removed from site. The piles supporting the structures would then either be pulled out
IBPB8270R001F01_EIA REPORT(2).pdf:12: • Construction of a piled quay structure (overall length of 1,035m, as defined in the 2008 HRO), with
IBPB8270R001F01_EIA REPORT(2).pdf:17:industry. There are options for both an open and closed structure; that is a deck on piles open to the river
IBPB8270R001F01_EIA REPORT(2).pdf:17:combi-piled retaining wall (Figure 3.4 and 3.5) (i.e. a closed solution). Construction of the quay is anticipated
IBPB8270R001F01_EIA REPORT(2).pdf:17:The anchored retaining combi-wall comprises large diameter tubular steel piles (approximately 2m
IBPB8270R001F01_EIA REPORT(2).pdf:17:sheet piles to form a continuous, vertical faced, retaining wall.
IBPB8270R001F01_EIA REPORT(2).pdf:17:The tubular piles will be pitched and driven into the river bed. However, it is likely that the presence of hard
IBPB8270R001F01_EIA REPORT(2).pdf:17:layers of rock (e.g. mudstone) will prevent the piles being driven to the required depth. It is, therefore,
IBPB8270R001F01_EIA REPORT(2).pdf:17:envisaged that an auger will be used to drill down inside each pile. This will allow a concrete socket to be
IBPB8270R001F01_EIA REPORT(2).pdf:17:formed that will extend the pile to the required depth. The steel sheet piles will then be driven between the
IBPB8270R001F01_EIA REPORT(2).pdf:17:tubular piles to toe into the river bed.
IBPB8270R001F01_EIA REPORT(2).pdf:17:The tubular piles will be anchored to resist horizontal loads acting on the back of the retaining wall when
IBPB8270R001F01_EIA REPORT(2).pdf:17:As a result of the various different operations required to install the combi-piled wall and the potential
IBPB8270R001F01_EIA REPORT(2).pdf:17:variability in ground conditions, the impact driving of both tubular and sheet piles will be intermittent.
IBPB8270R001F01_EIA REPORT(2).pdf:17:A reinforced concrete “relieving” slab will be supported on piles vibrated through the reclamation fill and
IBPB8270R001F01_EIA REPORT(2).pdf:18:Figure 3.4 Anchored combi pile wall
IBPB8270R001F01_EIA REPORT(2).pdf:19:Figure 3.5 Anchored combi pile wall
IBPB8270R001F01_EIA REPORT(2).pdf:20: • Where practical, piles will be installed without impact driving to minimise noise generated during
IBPB8270R001F01_EIA REPORT(2).pdf:30:the dredged material is to be placed into settling basins and stockpiled on land prior to placement behind
IBPB8270R001F01_EIA REPORT(2).pdf:30:piling. Piling for the combi-wall will involve panels of approximately five tubular piles with sheet piles
IBPB8270R001F01_EIA REPORT(2).pdf:30:between the tubular piles. Impact driving will only occur when piles are being seated into the rock. The
IBPB8270R001F01_EIA REPORT(2).pdf:30:remainder of the time will be used to set up the piling frame, position piles and drill rock sockets into the
IBPB8270R001F01_EIA REPORT(2).pdf:31:structure, there is likely to be more piles (which may be percussive), but the same mitigation measures
IBPB8270R001F01_EIA REPORT(2).pdf:40: • A piled suspended deck structure.
IBPB8270R001F01_EIA REPORT(2).pdf:40:Whilst a concrete block gravity wall remains a feasible solution, the anchored combi-piled retaining wall has
IBPB8270R001F01_EIA REPORT(2).pdf:40:the anchored combi-piled wall from a technical perspective. A piled suspended deck structure could also
IBPB8270R001F01_EIA REPORT(2).pdf:47:reasonably be required to compile, including:
IBPB8270R001F01_EIA REPORT(2).pdf:54:has been compiled by Royal HaskoningDHV, a company which is a corporate member of the Institute of
IBPB8270R001F01_EIA REPORT(2).pdf:90:the Tees estuary. The construction of the terminal would require the installation of piles through the seabed
IBPB8270R001F01_EIA REPORT(2).pdf:127:within the footprint of the proposed piles required for the quay wall and more importantly within the
IBPB8270R001F01_EIA REPORT(2).pdf:131: • The underwater noise assessment assumed the use of both driven tubular steel piles and king piles
IBPB8270R001F01_EIA REPORT(2).pdf:131: which are linked with secondary drive steel sheet piles. The NGCT scheme proposes the use of
IBPB8270R001F01_EIA REPORT(2).pdf:131: driven piles.
IBPB8270R001F01_EIA REPORT(2).pdf:131:4m and 8m, for all marine species from impact piling a 914mm and 2000mm diameter pile respectively.
IBPB8270R001F01_EIA REPORT(2).pdf:132:914mm diameter pile and 2000mm diameter pile using the 130 dBht (species) criteria for the York Potash
IBPB8270R001F01_EIA REPORT(2).pdf:132:3.01km, for 90 dBht (914mm diameter pile) and 4.47km (2000mm diameter pile). For 75 dBht, the maximum
IBPB8270R001F01_EIA REPORT(2).pdf:132:range reached 4.89km for harbour seal for both the 914mm and 2000mm diameter pile (the distance to the
IBPB8270R001F01_EIA REPORT(2).pdf:132:have been calculated for the 186 dB criteria in pinnipeds for both the 914mm and 2000mm diameter pile.
IBPB8270R001F01_EIA REPORT(2).pdf:132:For the 914mm diameter pile, the single pulse SEL impact range was predicted to be a maximum of 6m,
IBPB8270R001F01_EIA REPORT(2).pdf:132:diameter pile, the single pulse SEL impact range was predicted to be a maximum of 16m, whereas the
IBPB8270R001F01_EIA REPORT(2).pdf:132:be periods between pile driving (e.g. when repositioning the piling barge) which would allow for unimpeded
IBPB8270R001F01_EIA REPORT(2).pdf:132:of this zone should be no less than 500m from the pile location. Piling should not be commenced if marine
IBPB8270R001F01_EIA REPORT(2).pdf:134:(required for the terminal) and shipping noise is currently largely unknown. However, the installation of piles
IBPB8270R001F01_EIA REPORT(2).pdf:179:Lee & Ramster (1981) compiled an atlas of the seas around the British Isles, illustrating the spawning
IBPB8270R001F01_EIA REPORT(2).pdf:191:can be expected is 10m and 36m, for a 914mm and 2000mm diameter pile respectively. The maximum
IBPB8270R001F01_EIA REPORT(2).pdf:191:pile respectively.
IBPB8270R001F01_EIA REPORT(2).pdf:192:herring), for a 914mm and 2000mm diameter pile respectively. For sand lace and sea trout, the maximum
IBPB8270R001F01_EIA REPORT(2).pdf:192:impact range is predicted to be less than 2m for both a 914mm and 2000mm diameter pile (this was also
IBPB8270R001F01_EIA REPORT(2).pdf:192:the greatest predicted impact range for dab and salmon with regard to the 914mm diameter pile only). The
IBPB8270R001F01_EIA REPORT(2).pdf:192:modelled results for a 2000mm diameter pile predicted that the greatest range for auditory injury extends to
IBPB8270R001F01_EIA REPORT(2).pdf:192:was less than 400m for dab, salmon, sand lace and sea trout (using a 914mm diameter pile). The largest
IBPB8270R001F01_EIA REPORT(2).pdf:192:impact range was predicted for herring at 4.89km for a 914mm diameter pile.
IBPB8270R001F01_EIA REPORT(2).pdf:192:The assessment associated with a 2000mm diameter pile resulted in estimated maximum impact ranges of
IBPB8270R001F01_EIA REPORT(2).pdf:192:Piling activities will not present a constant noise source and those periods between pile driving (e.g. when
IBPB8270R001F01_EIA REPORT(2).pdf:207:stockpiled on site for a significant duration of time. In reality, however, the dredged material to be used
IBPB8270R001F01_EIA REPORT(2).pdf:225:Infrastructure) and therefore no direct impact is predicted from this activity. Additionally, piles for the quay
IBPB8270R001F01_EIA REPORT(2).pdf:260:projects relevant or potentially relevant to the CIA has been compiled and is provided in Section 27.4. This
IBPB8270R001F01_EIA REPORT(2).pdf:273:marine mammals from piling noise’ (JNCC, 2010) should be adhered to during pile driving. This includes
IBPB8270R001F01_EIA REPORT(2).pdf:296:would not however represent a constant noise source and the periods between pile driving (e.g. when
IBPB8270R001F01_EIA REPORT(2).pdf:304:marine mammals from piling noise’ (JNCC, 2010) is to be adhered to during pile driving. Although this
IBPB8270R001F01_EIA REPORT(2).pdf:391:Quay construction would entail either a mass concrete gravity wall or a piled suspended concrete deck.
IBPB8270R001F01_EIA REPORT(2).pdf:391:the suspended concrete deck quay structure would be bored concrete piles formed within steel tubes.
IBPB8270R001F01_EIA REPORT(2).pdf:407:any attachments, which has been compiled following consultation with our technical
IBPB8270R001F01_EIA REPORT(2).pdf:511:below in Table 2-1. Two different sized pile diameters have been modelled in order to consider
IBPB8270R001F01_EIA REPORT(2).pdf:511:deck structure with driven steel tubular piles (of the order of 914mm) into the bed. The hammer
IBPB8270R001F01_EIA REPORT(2).pdf:511:form of a combi-piled wall. This consists of a number of king piles (of the order of 2000mm)
IBPB8270R001F01_EIA REPORT(2).pdf:511:which are linked with secondary driven steel sheet piles. The king piles have been modelled
IBPB8270R001F01_EIA REPORT(2).pdf:511:in comparison to sheet piles, due to their size and the energy required to install them.
IBPB8270R001F01_EIA REPORT(2).pdf:511: Assumed Pile Diameter 914 mm/2000 mm
IBPB8270R001F01_EIA REPORT(2).pdf:517:installation of contiguous steel piles for construction of the proposed port terminal by means of
IBPB8270R001F01_EIA REPORT(2).pdf:517:pile. An alternative construction option consists of a combi-piled wall with king piles linked with
IBPB8270R001F01_EIA REPORT(2).pdf:517:sheet piles. The king piles have been modelled based on a 2000mm diameter sized pile driven
IBPB8270R001F01_EIA REPORT(2).pdf:517:using a hammer with energy of 305kJ. Both sized piles have been modelled at two locations, at
IBPB8270R001F01_EIA REPORT(2).pdf:517:noise are expected to occur for the installation of a 914mm diameter pile. From this it can be
IBPB8270R001F01_EIA REPORT(2).pdf:517:of a 2000mm pile.
IBPB8270R001F01_EIA REPORT(2).pdf:517: piling operations for a 914mm diameter pile
IBPB8270R001F01_EIA REPORT(2).pdf:518: piling operations for a 2000 mm diameter pile
IBPB8270R001F01_EIA REPORT(2).pdf:518:piling of a 914mm diameter pile, three representative transects (with the following direction;
IBPB8270R001F01_EIA REPORT(2).pdf:518:2000mm diameter pile in Figure 3-2 to Figure 3-6.
IBPB8270R001F01_EIA REPORT(2).pdf:518: three transects from impact piling of a 914mm diameter pile using the INSPIRE
IBPB8270R001F01_EIA REPORT(2).pdf:519: piling of a 914mm diameter pile at the north location
IBPB8270R001F01_EIA REPORT(2).pdf:519: piling of a 914mm diameter pile at the south location
IBPB8270R001F01_EIA REPORT(2).pdf:520: three transects from impact piling of a 2000mm diameter pile using the
IBPB8270R001F01_EIA REPORT(2).pdf:520: piling of a 2000mm diameter pile at the north location
IBPB8270R001F01_EIA REPORT(2).pdf:521: piling of a 2000mm diameter pile at the south location
IBPB8270R001F01_EIA REPORT(2).pdf:524:plotted against unweighted peak-to-peak levels from actual measurements. The piles driven
IBPB8270R001F01_EIA REPORT(2).pdf:532:The Source Level for the noise from impact piling operations of a 914mm diameter pile, using a
IBPB8270R001F01_EIA REPORT(2).pdf:532:(SPLpeak). The Source Level for the impact piling of a 2000 mm diameter pile, using a maximum
IBPB8270R001F01_EIA REPORT(2).pdf:532:source levels for both pile diameters exceed the 220 dB re 1 µPa (SPLpeak) criteria for physical
IBPB8270R001F01_EIA REPORT(2).pdf:532:the 914mm pile and 8m for the 2000mm pile. The 206 dB re 1 µPa (SPLpeak) criteria for fish injury
IBPB8270R001F01_EIA REPORT(2).pdf:532:(FHWG, 2008) is predicted to be a maximum of 10m for 914mm pile and 36m for 2000mm pile.
IBPB8270R001F01_EIA REPORT(2).pdf:532:fish have been observed by McCauley et al, 2000, is predicted to extend to 22m for 914mm pile
IBPB8270R001F01_EIA REPORT(2).pdf:532:and 84m for 2000mm pile.
IBPB8270R001F01_EIA REPORT(2).pdf:532: for impact piling operations of a 914mm diameter pile
IBPB8270R001F01_EIA REPORT(2).pdf:532: for impact piling operations of a 2000mm diameter pile
IBPB8270R001F01_EIA REPORT(2).pdf:533:extend to a maximum of 18m and 34m for the 914mm pile and for the 2000mm pile a maximum
IBPB8270R001F01_EIA REPORT(2).pdf:534:can be seen that the estimated impact ranges from impact piling a 914mm diameter pile are
IBPB8270R001F01_EIA REPORT(2).pdf:534:Table 6-5 shows that for the impact piling of a 2000mm diameter pile, the estimated impact
IBPB8270R001F01_EIA REPORT(2).pdf:534: piling of a 914mm diameter pile (see previous section for explanation of * and
IBPB8270R001F01_EIA REPORT(2).pdf:535: piling of a 2000 mm diameter pile (see previous section for explanation of *
IBPB8270R001F01_EIA REPORT(2).pdf:536: piling operations using 914mm diameter pile and blow energy of 125 kJ
IBPB8270R001F01_EIA REPORT(2).pdf:536: impact piling operations using 914mm diameter pile and blow energy of 125 kJ
IBPB8270R001F01_EIA REPORT(2).pdf:537: piling operations using 914mm diameter pile and blow energy of 125 kJ
IBPB8270R001F01_EIA REPORT(2).pdf:537: impact piling operations using 914mm diameter pile and blow energy of 125 kJ
IBPB8270R001F01_EIA REPORT(2).pdf:538: piling operations using 914mm diameter pile and blow energy of 125 kJ
IBPB8270R001F01_EIA REPORT(2).pdf:538: for impact piling operations using 914mm diameter pile and blow energy of
IBPB8270R001F01_EIA REPORT(2).pdf:539: piling operations using 2000mm diameter pile and blow energy of 305 kJ
IBPB8270R001F01_EIA REPORT(2).pdf:539: impact piling operations using 2000mm diameter pile and blow energy of 305
IBPB8270R001F01_EIA REPORT(2).pdf:540: piling operations using 2000mm diameter pile and blow energy of 305 kJ
IBPB8270R001F01_EIA REPORT(2).pdf:540: impact piling operations using 2000mm diameter pile and blow energy of 305
IBPB8270R001F01_EIA REPORT(2).pdf:541: piling operations using 2000mm diameter pile and blow energy of 305 kJ
IBPB8270R001F01_EIA REPORT(2).pdf:541: seal for impact piling operations using 2000mm diameter pile and blow energy
IBPB8270R001F01_EIA REPORT(2).pdf:543:the noise source at speed of 1.5m/s. It has been assumed herein that one pile will take 90
IBPB8270R001F01_EIA REPORT(2).pdf:543:minutes to install, with six piles being installed in a 12 hour period.
IBPB8270R001F01_EIA REPORT(2).pdf:543:assumptions above, for the impact piling of a 914mm diameter pile. The maximum range for
IBPB8270R001F01_EIA REPORT(2).pdf:543:single pulse is seen to be 6m at both positions for the 914mm diameter pile. The maximum range
IBPB8270R001F01_EIA REPORT(2).pdf:543:Table 6-8 shows the ranges for the impact piling of a 2000mm diameter pile. The maximum
IBPB8270R001F01_EIA REPORT(2).pdf:543:range for single pulse of a 2000mm pile is seen to be 16m at the south position. For an exposure
IBPB8270R001F01_EIA REPORT(2).pdf:543: diameter pile using Southall criteria SEL of 186 dB for pinnipeds (in water)
IBPB8270R001F01_EIA REPORT(2).pdf:543: diameter pile using Southall criteria SEL of 186 dB for pinnipeds (in water)
IBPB8270R001F01_EIA REPORT(2).pdf:544:suffer a lethal effect. For the impact piling of a 914mm diameter pile physical traumatic injury
IBPB8270R001F01_EIA REPORT(2).pdf:544:diameter pile physical traumatic injury could occur out to 8m for all marine species and 36m for
IBPB8270R001F01_EIA REPORT(2).pdf:544:herring and 34m for harbour seal based on impact piling of a 914mm diameter pile. The
IBPB8270R001F01_EIA REPORT(2).pdf:544:maximum range for the impact piling of a 2000mm diameter pile was calculated to be 56m for
IBPB8270R001F01_EIA REPORT(2).pdf:544:respect to the 914mm diameter pile, shows that the largest impact ranges from impact piling are
IBPB8270R001F01_EIA REPORT(2).pdf:544:range less than 400m. For the impact piling of a 2000mm diameter pile, the estimated impact
IBPB8270R001F01_EIA REPORT(2).pdf:544:of a 914m diameter pile, the ranges have been calculated for the 186 dB criteria for pinnipeds (in
IBPB8270R001F01_EIA REPORT(2).pdf:545:310 m, for an animal fleeing from the noise, where six piles are driven over the duration of 12
IBPB8270R001F01_EIA REPORT(2).pdf:545:diameter pile have been calculated to be 16m for the single pulse SEL and 880m for the multiple
IBPB8270R001F01_EIA REPORT(2).pdf:546:interim sound exposure criteria for fish during pile driving activities. CALTRANS-Arlington Memo
IBPB8270R001F01_EIA REPORT(2).pdf:546:Injury to Fish from Pile Driving Activities. Memorandum following a meeting of the United States
IBPB8270R001F01_EIA REPORT(2).pdf:547:injury of fish exposed to pile driving operations: A white paper.
IBPB8270R001F01_EIA REPORT(2).pdf:593:Royal HaskoningDHV (RHDHV) has been contracted by PD Teesport to compile an archaeological
IBPB8270R001F01_EIA REPORT(2).pdf:609:The archaeological contractor(s) will have their own Health and Safety policies compiled using national
IBPB8270R001F01_EIA REPORT(2).pdf:620:The Site Champion will ensure that safeguarding has taken place and will compile a Preliminary Record
IBPB8270R001F01_EIA REPORT(2).pdf:620:the archaeological contractor will compile a summary report for the discovery for distribution to
IBPB8270R001F01_EIA REPORT(2).pdf:620:The initial record, including photographs, will be compiled and forwarded by the Site Champion to the
IBPB8270R001F01_EIA REPORT(2).pdf:621: Contractor • Compile and distribute summary reports and MIDAS Heritage compliant reports
IBPB8270R001F01_EIA REPORT(2).pdf:623:Name of compiler (Site Champion):
IBPB8270R001F01_EIA REPORT(2).pdf:638:between pile driving (e.g. when repositioning the piling barge) would provide opportunity for unimpeded
IBPB8270R001F01_EIA REPORT(2).pdf:638:particular, there is the potential that the installation of any piles may transport contaminated material into
IBPB8270R001F01_EIA REPORT(2).pdf:654: industry. There are options for both an open and closed structure; that is a deck on piles open to the river
IBPB8270R001F01_EIA REPORT(2).pdf:654: combi-piled retaining wall (i.e. a closed solution). Construction of the quay is anticipated to be undertaken
IBPB8270R001F01_EIA REPORT(2).pdf:655: The anchored retaining combi-wall comprises large diameter tubular steel piles (approximately 2m
IBPB8270R001F01_EIA REPORT(2).pdf:655: sheet piles to form a continuous, vertical faced, retaining wall.
IBPB8270R001F01_EIA REPORT(2).pdf:655: The tubular piles will be pitched and driven into the river bed. However, it is likely that the presence of
IBPB8270R001F01_EIA REPORT(2).pdf:655: hard layers of rock (e.g. mudstone) will prevent the piles being driven to the required depth. It is,
IBPB8270R001F01_EIA REPORT(2).pdf:655: therefore, envisaged that an auger will be used to drill down inside each pile. This will allow a concrete
IBPB8270R001F01_EIA REPORT(2).pdf:655: socket to be formed that will extend the pile to the required depth. The steel sheet piles will then be
IBPB8270R001F01_EIA REPORT(2).pdf:655: driven between the tubular piles to toe into the river bed.
IBPB8270R001F01_EIA REPORT(2).pdf:655: The tubular piles will be anchored to resist horizontal loads acting on the back of the retaining wall when
IBPB8270R001F01_EIA REPORT(2).pdf:655: As a result of the various different operations required to install the combi-piled wall and the potential
IBPB8270R001F01_EIA REPORT(2).pdf:655: variability in ground conditions, the impact driving of both tubular and sheet piles will be intermittent.
IBPB8270R001F01_EIA REPORT(2).pdf:655: A reinforced concrete “relieving” slab will be supported on piles vibrated through the reclamation fill and
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:13:of dredged material (containing high levels of organic matter) were to be stockpiled
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:20: piles in the marine environment must be undertaken in such a way as to
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:20: minimise the duration of percussive piling required for each pile and must use
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:23:would subsequently by affected by the second phase (pile). EA advised there is no
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:25: piles in the marine environment must be undertaken in such a way as to
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:25: minimise the duration of percussive piling required for each pile and must use
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:28: piles in the marine environment must be undertaken in such a way as to
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:28: minimise the duration of percussive piling required for each pile and must use
IBPB8270R001F01_EIA REPORT.pdf:12: • Construction of a piled quay structure (overall length of 1,035m, as defined in the 2008 HRO), with
IBPB8270R001F01_EIA REPORT.pdf:17:industry. There are options for both an open and closed structure; that is a deck on piles open to the river
IBPB8270R001F01_EIA REPORT.pdf:17:combi-piled retaining wall (Figure 3.4 and 3.5) (i.e. a closed solution). Construction of the quay is anticipated
IBPB8270R001F01_EIA REPORT.pdf:17:The anchored retaining combi-wall comprises large diameter tubular steel piles (approximately 2m
IBPB8270R001F01_EIA REPORT.pdf:17:sheet piles to form a continuous, vertical faced, retaining wall.
IBPB8270R001F01_EIA REPORT.pdf:17:The tubular piles will be pitched and driven into the river bed. However, it is likely that the presence of hard
IBPB8270R001F01_EIA REPORT.pdf:17:layers of rock (e.g. mudstone) will prevent the piles being driven to the required depth. It is, therefore,
IBPB8270R001F01_EIA REPORT.pdf:17:envisaged that an auger will be used to drill down inside each pile. This will allow a concrete socket to be
IBPB8270R001F01_EIA REPORT.pdf:17:formed that will extend the pile to the required depth. The steel sheet piles will then be driven between the
IBPB8270R001F01_EIA REPORT.pdf:17:tubular piles to toe into the river bed.
IBPB8270R001F01_EIA REPORT.pdf:17:The tubular piles will be anchored to resist horizontal loads acting on the back of the retaining wall when
IBPB8270R001F01_EIA REPORT.pdf:17:As a result of the various different operations required to install the combi-piled wall and the potential
IBPB8270R001F01_EIA REPORT.pdf:17:variability in ground conditions, the impact driving of both tubular and sheet piles will be intermittent.
IBPB8270R001F01_EIA REPORT.pdf:17:A reinforced concrete “relieving” slab will be supported on piles vibrated through the reclamation fill and
IBPB8270R001F01_EIA REPORT.pdf:18:Figure 3.4 Anchored combi pile wall
IBPB8270R001F01_EIA REPORT.pdf:19:Figure 3.5 Anchored combi pile wall
IBPB8270R001F01_EIA REPORT.pdf:20: • Where practical, piles will be installed without impact driving to minimise noise generated during
IBPB8270R001F01_EIA REPORT.pdf:30:the dredged material is to be placed into settling basins and stockpiled on land prior to placement behind
IBPB8270R001F01_EIA REPORT.pdf:30:piling. Piling for the combi-wall will involve panels of approximately five tubular piles with sheet piles
IBPB8270R001F01_EIA REPORT.pdf:30:between the tubular piles. Impact driving will only occur when piles are being seated into the rock. The
IBPB8270R001F01_EIA REPORT.pdf:30:remainder of the time will be used to set up the piling frame, position piles and drill rock sockets into the
IBPB8270R001F01_EIA REPORT.pdf:31:structure, there is likely to be more piles (which may be percussive), but the same mitigation measures
IBPB8270R001F01_EIA REPORT.pdf:40: • A piled suspended deck structure.
IBPB8270R001F01_EIA REPORT.pdf:40:Whilst a concrete block gravity wall remains a feasible solution, the anchored combi-piled retaining wall has
IBPB8270R001F01_EIA REPORT.pdf:40:the anchored combi-piled wall from a technical perspective. A piled suspended deck structure could also
IBPB8270R001F01_EIA REPORT.pdf:47:reasonably be required to compile, including:
IBPB8270R001F01_EIA REPORT.pdf:54:has been compiled by Royal HaskoningDHV, a company which is a corporate member of the Institute of
IBPB8270R001F01_EIA REPORT.pdf:90:the Tees estuary. The construction of the terminal would require the installation of piles through the seabed
IBPB8270R001F01_EIA REPORT.pdf:127:within the footprint of the proposed piles required for the quay wall and more importantly within the
IBPB8270R001F01_EIA REPORT.pdf:131: • The underwater noise assessment assumed the use of both driven tubular steel piles and king piles
IBPB8270R001F01_EIA REPORT.pdf:131: which are linked with secondary drive steel sheet piles. The NGCT scheme proposes the use of
IBPB8270R001F01_EIA REPORT.pdf:131: driven piles.
IBPB8270R001F01_EIA REPORT.pdf:131:4m and 8m, for all marine species from impact piling a 914mm and 2000mm diameter pile respectively.
IBPB8270R001F01_EIA REPORT.pdf:132:914mm diameter pile and 2000mm diameter pile using the 130 dBht (species) criteria for the York Potash
IBPB8270R001F01_EIA REPORT.pdf:132:3.01km, for 90 dBht (914mm diameter pile) and 4.47km (2000mm diameter pile). For 75 dBht, the maximum
IBPB8270R001F01_EIA REPORT.pdf:132:range reached 4.89km for harbour seal for both the 914mm and 2000mm diameter pile (the distance to the
IBPB8270R001F01_EIA REPORT.pdf:132:have been calculated for the 186 dB criteria in pinnipeds for both the 914mm and 2000mm diameter pile.
IBPB8270R001F01_EIA REPORT.pdf:132:For the 914mm diameter pile, the single pulse SEL impact range was predicted to be a maximum of 6m,
IBPB8270R001F01_EIA REPORT.pdf:132:diameter pile, the single pulse SEL impact range was predicted to be a maximum of 16m, whereas the
IBPB8270R001F01_EIA REPORT.pdf:132:be periods between pile driving (e.g. when repositioning the piling barge) which would allow for unimpeded
IBPB8270R001F01_EIA REPORT.pdf:132:of this zone should be no less than 500m from the pile location. Piling should not be commenced if marine
IBPB8270R001F01_EIA REPORT.pdf:134:(required for the terminal) and shipping noise is currently largely unknown. However, the installation of piles
IBPB8270R001F01_EIA REPORT.pdf:179:Lee & Ramster (1981) compiled an atlas of the seas around the British Isles, illustrating the spawning
IBPB8270R001F01_EIA REPORT.pdf:191:can be expected is 10m and 36m, for a 914mm and 2000mm diameter pile respectively. The maximum
IBPB8270R001F01_EIA REPORT.pdf:191:pile respectively.
IBPB8270R001F01_EIA REPORT.pdf:192:herring), for a 914mm and 2000mm diameter pile respectively. For sand lace and sea trout, the maximum
IBPB8270R001F01_EIA REPORT.pdf:192:impact range is predicted to be less than 2m for both a 914mm and 2000mm diameter pile (this was also
IBPB8270R001F01_EIA REPORT.pdf:192:the greatest predicted impact range for dab and salmon with regard to the 914mm diameter pile only). The
IBPB8270R001F01_EIA REPORT.pdf:192:modelled results for a 2000mm diameter pile predicted that the greatest range for auditory injury extends to
IBPB8270R001F01_EIA REPORT.pdf:192:was less than 400m for dab, salmon, sand lace and sea trout (using a 914mm diameter pile). The largest
IBPB8270R001F01_EIA REPORT.pdf:192:impact range was predicted for herring at 4.89km for a 914mm diameter pile.
IBPB8270R001F01_EIA REPORT.pdf:192:The assessment associated with a 2000mm diameter pile resulted in estimated maximum impact ranges of
IBPB8270R001F01_EIA REPORT.pdf:192:Piling activities will not present a constant noise source and those periods between pile driving (e.g. when
IBPB8270R001F01_EIA REPORT.pdf:207:stockpiled on site for a significant duration of time. In reality, however, the dredged material to be used
IBPB8270R001F01_EIA REPORT.pdf:225:Infrastructure) and therefore no direct impact is predicted from this activity. Additionally, piles for the quay
IBPB8270R001F01_EIA REPORT.pdf:260:projects relevant or potentially relevant to the CIA has been compiled and is provided in Section 27.4. This
IBPB8270R001F01_EIA REPORT.pdf:273:marine mammals from piling noise’ (JNCC, 2010) should be adhered to during pile driving. This includes
IBPB8270R001F01_EIA REPORT.pdf:296:would not however represent a constant noise source and the periods between pile driving (e.g. when
IBPB8270R001F01_EIA REPORT.pdf:304:marine mammals from piling noise’ (JNCC, 2010) is to be adhered to during pile driving. Although this
IBPB8270R001F01_EIA REPORT.pdf:391:Quay construction would entail either a mass concrete gravity wall or a piled suspended concrete deck.
IBPB8270R001F01_EIA REPORT.pdf:391:the suspended concrete deck quay structure would be bored concrete piles formed within steel tubes.
IBPB8270R001F01_EIA REPORT.pdf:407:any attachments, which has been compiled following consultation with our technical
IBPB8270R001F01_EIA REPORT.pdf:511:below in Table 2-1. Two different sized pile diameters have been modelled in order to consider
IBPB8270R001F01_EIA REPORT.pdf:511:deck structure with driven steel tubular piles (of the order of 914mm) into the bed. The hammer
IBPB8270R001F01_EIA REPORT.pdf:511:form of a combi-piled wall. This consists of a number of king piles (of the order of 2000mm)
IBPB8270R001F01_EIA REPORT.pdf:511:which are linked with secondary driven steel sheet piles. The king piles have been modelled
IBPB8270R001F01_EIA REPORT.pdf:511:in comparison to sheet piles, due to their size and the energy required to install them.
IBPB8270R001F01_EIA REPORT.pdf:511: Assumed Pile Diameter 914 mm/2000 mm
IBPB8270R001F01_EIA REPORT.pdf:517:installation of contiguous steel piles for construction of the proposed port terminal by means of
IBPB8270R001F01_EIA REPORT.pdf:517:pile. An alternative construction option consists of a combi-piled wall with king piles linked with
IBPB8270R001F01_EIA REPORT.pdf:517:sheet piles. The king piles have been modelled based on a 2000mm diameter sized pile driven
IBPB8270R001F01_EIA REPORT.pdf:517:using a hammer with energy of 305kJ. Both sized piles have been modelled at two locations, at
IBPB8270R001F01_EIA REPORT.pdf:517:noise are expected to occur for the installation of a 914mm diameter pile. From this it can be
IBPB8270R001F01_EIA REPORT.pdf:517:of a 2000mm pile.
IBPB8270R001F01_EIA REPORT.pdf:517: piling operations for a 914mm diameter pile
IBPB8270R001F01_EIA REPORT.pdf:518: piling operations for a 2000 mm diameter pile
IBPB8270R001F01_EIA REPORT.pdf:518:piling of a 914mm diameter pile, three representative transects (with the following direction;
IBPB8270R001F01_EIA REPORT.pdf:518:2000mm diameter pile in Figure 3-2 to Figure 3-6.
IBPB8270R001F01_EIA REPORT.pdf:518: three transects from impact piling of a 914mm diameter pile using the INSPIRE
IBPB8270R001F01_EIA REPORT.pdf:519: piling of a 914mm diameter pile at the north location
IBPB8270R001F01_EIA REPORT.pdf:519: piling of a 914mm diameter pile at the south location
IBPB8270R001F01_EIA REPORT.pdf:520: three transects from impact piling of a 2000mm diameter pile using the
IBPB8270R001F01_EIA REPORT.pdf:520: piling of a 2000mm diameter pile at the north location
IBPB8270R001F01_EIA REPORT.pdf:521: piling of a 2000mm diameter pile at the south location
IBPB8270R001F01_EIA REPORT.pdf:524:plotted against unweighted peak-to-peak levels from actual measurements. The piles driven
IBPB8270R001F01_EIA REPORT.pdf:532:The Source Level for the noise from impact piling operations of a 914mm diameter pile, using a
IBPB8270R001F01_EIA REPORT.pdf:532:(SPLpeak). The Source Level for the impact piling of a 2000 mm diameter pile, using a maximum
IBPB8270R001F01_EIA REPORT.pdf:532:source levels for both pile diameters exceed the 220 dB re 1 µPa (SPLpeak) criteria for physical
IBPB8270R001F01_EIA REPORT.pdf:532:the 914mm pile and 8m for the 2000mm pile. The 206 dB re 1 µPa (SPLpeak) criteria for fish injury
IBPB8270R001F01_EIA REPORT.pdf:532:(FHWG, 2008) is predicted to be a maximum of 10m for 914mm pile and 36m for 2000mm pile.
IBPB8270R001F01_EIA REPORT.pdf:532:fish have been observed by McCauley et al, 2000, is predicted to extend to 22m for 914mm pile
IBPB8270R001F01_EIA REPORT.pdf:532:and 84m for 2000mm pile.
IBPB8270R001F01_EIA REPORT.pdf:532: for impact piling operations of a 914mm diameter pile
IBPB8270R001F01_EIA REPORT.pdf:532: for impact piling operations of a 2000mm diameter pile
IBPB8270R001F01_EIA REPORT.pdf:533:extend to a maximum of 18m and 34m for the 914mm pile and for the 2000mm pile a maximum
IBPB8270R001F01_EIA REPORT.pdf:534:can be seen that the estimated impact ranges from impact piling a 914mm diameter pile are
IBPB8270R001F01_EIA REPORT.pdf:534:Table 6-5 shows that for the impact piling of a 2000mm diameter pile, the estimated impact
IBPB8270R001F01_EIA REPORT.pdf:534: piling of a 914mm diameter pile (see previous section for explanation of * and
IBPB8270R001F01_EIA REPORT.pdf:535: piling of a 2000 mm diameter pile (see previous section for explanation of *
IBPB8270R001F01_EIA REPORT.pdf:536: piling operations using 914mm diameter pile and blow energy of 125 kJ
IBPB8270R001F01_EIA REPORT.pdf:536: impact piling operations using 914mm diameter pile and blow energy of 125 kJ
IBPB8270R001F01_EIA REPORT.pdf:537: piling operations using 914mm diameter pile and blow energy of 125 kJ
IBPB8270R001F01_EIA REPORT.pdf:537: impact piling operations using 914mm diameter pile and blow energy of 125 kJ
IBPB8270R001F01_EIA REPORT.pdf:538: piling operations using 914mm diameter pile and blow energy of 125 kJ
IBPB8270R001F01_EIA REPORT.pdf:538: for impact piling operations using 914mm diameter pile and blow energy of
IBPB8270R001F01_EIA REPORT.pdf:539: piling operations using 2000mm diameter pile and blow energy of 305 kJ
IBPB8270R001F01_EIA REPORT.pdf:539: impact piling operations using 2000mm diameter pile and blow energy of 305
IBPB8270R001F01_EIA REPORT.pdf:540: piling operations using 2000mm diameter pile and blow energy of 305 kJ
IBPB8270R001F01_EIA REPORT.pdf:540: impact piling operations using 2000mm diameter pile and blow energy of 305
IBPB8270R001F01_EIA REPORT.pdf:541: piling operations using 2000mm diameter pile and blow energy of 305 kJ
IBPB8270R001F01_EIA REPORT.pdf:541: seal for impact piling operations using 2000mm diameter pile and blow energy
IBPB8270R001F01_EIA REPORT.pdf:543:the noise source at speed of 1.5m/s. It has been assumed herein that one pile will take 90
IBPB8270R001F01_EIA REPORT.pdf:543:minutes to install, with six piles being installed in a 12 hour period.
IBPB8270R001F01_EIA REPORT.pdf:543:assumptions above, for the impact piling of a 914mm diameter pile. The maximum range for
IBPB8270R001F01_EIA REPORT.pdf:543:single pulse is seen to be 6m at both positions for the 914mm diameter pile. The maximum range
IBPB8270R001F01_EIA REPORT.pdf:543:Table 6-8 shows the ranges for the impact piling of a 2000mm diameter pile. The maximum
IBPB8270R001F01_EIA REPORT.pdf:543:range for single pulse of a 2000mm pile is seen to be 16m at the south position. For an exposure
IBPB8270R001F01_EIA REPORT.pdf:543: diameter pile using Southall criteria SEL of 186 dB for pinnipeds (in water)
IBPB8270R001F01_EIA REPORT.pdf:543: diameter pile using Southall criteria SEL of 186 dB for pinnipeds (in water)
IBPB8270R001F01_EIA REPORT.pdf:544:suffer a lethal effect. For the impact piling of a 914mm diameter pile physical traumatic injury
IBPB8270R001F01_EIA REPORT.pdf:544:diameter pile physical traumatic injury could occur out to 8m for all marine species and 36m for
IBPB8270R001F01_EIA REPORT.pdf:544:herring and 34m for harbour seal based on impact piling of a 914mm diameter pile. The
IBPB8270R001F01_EIA REPORT.pdf:544:maximum range for the impact piling of a 2000mm diameter pile was calculated to be 56m for
IBPB8270R001F01_EIA REPORT.pdf:544:respect to the 914mm diameter pile, shows that the largest impact ranges from impact piling are
IBPB8270R001F01_EIA REPORT.pdf:544:range less than 400m. For the impact piling of a 2000mm diameter pile, the estimated impact
IBPB8270R001F01_EIA REPORT.pdf:544:of a 914m diameter pile, the ranges have been calculated for the 186 dB criteria for pinnipeds (in
IBPB8270R001F01_EIA REPORT.pdf:545:310 m, for an animal fleeing from the noise, where six piles are driven over the duration of 12
IBPB8270R001F01_EIA REPORT.pdf:545:diameter pile have been calculated to be 16m for the single pulse SEL and 880m for the multiple
IBPB8270R001F01_EIA REPORT.pdf:546:interim sound exposure criteria for fish during pile driving activities. CALTRANS-Arlington Memo
IBPB8270R001F01_EIA REPORT.pdf:546:Injury to Fish from Pile Driving Activities. Memorandum following a meeting of the United States
IBPB8270R001F01_EIA REPORT.pdf:547:injury of fish exposed to pile driving operations: A white paper.
IBPB8270R001F01_EIA REPORT.pdf:593:Royal HaskoningDHV (RHDHV) has been contracted by PD Teesport to compile an archaeological
IBPB8270R001F01_EIA REPORT.pdf:609:The archaeological contractor(s) will have their own Health and Safety policies compiled using national
IBPB8270R001F01_EIA REPORT.pdf:620:The Site Champion will ensure that safeguarding has taken place and will compile a Preliminary Record
IBPB8270R001F01_EIA REPORT.pdf:620:the archaeological contractor will compile a summary report for the discovery for distribution to
IBPB8270R001F01_EIA REPORT.pdf:620:The initial record, including photographs, will be compiled and forwarded by the Site Champion to the
IBPB8270R001F01_EIA REPORT.pdf:621: Contractor • Compile and distribute summary reports and MIDAS Heritage compliant reports
IBPB8270R001F01_EIA REPORT.pdf:623:Name of compiler (Site Champion):
IBPB8270R001F01_EIA REPORT.pdf:638:between pile driving (e.g. when repositioning the piling barge) would provide opportunity for unimpeded
IBPB8270R001F01_EIA REPORT.pdf:638:particular, there is the potential that the installation of any piles may transport contaminated material into
IBPB8270R001F01_EIA REPORT.pdf:654: industry. There are options for both an open and closed structure; that is a deck on piles open to the river
IBPB8270R001F01_EIA REPORT.pdf:654: combi-piled retaining wall (i.e. a closed solution). Construction of the quay is anticipated to be undertaken
IBPB8270R001F01_EIA REPORT.pdf:655: The anchored retaining combi-wall comprises large diameter tubular steel piles (approximately 2m
IBPB8270R001F01_EIA REPORT.pdf:655: sheet piles to form a continuous, vertical faced, retaining wall.
IBPB8270R001F01_EIA REPORT.pdf:655: The tubular piles will be pitched and driven into the river bed. However, it is likely that the presence of
IBPB8270R001F01_EIA REPORT.pdf:655: hard layers of rock (e.g. mudstone) will prevent the piles being driven to the required depth. It is,
IBPB8270R001F01_EIA REPORT.pdf:655: therefore, envisaged that an auger will be used to drill down inside each pile. This will allow a concrete
IBPB8270R001F01_EIA REPORT.pdf:655: socket to be formed that will extend the pile to the required depth. The steel sheet piles will then be
IBPB8270R001F01_EIA REPORT.pdf:655: driven between the tubular piles to toe into the river bed.
IBPB8270R001F01_EIA REPORT.pdf:655: The tubular piles will be anchored to resist horizontal loads acting on the back of the retaining wall when
IBPB8270R001F01_EIA REPORT.pdf:655: As a result of the various different operations required to install the combi-piled wall and the potential
IBPB8270R001F01_EIA REPORT.pdf:655: variability in ground conditions, the impact driving of both tubular and sheet piles will be intermittent.
IBPB8270R001F01_EIA REPORT.pdf:655: A reinforced concrete “relieving” slab will be supported on piles vibrated through the reclamation fill and
PB8270-RHD-ZZ-XX-RP-Z-0002.pdf:6: • Construction of a piled quay structure (overall length of 1,035m) with the potential for reclamation
PB8270-RHD-ZZ-XX-RP-Z-0002.pdf:6:industry. There are options for both an open and closed structure; that is a deck on piles open to the river
PB8270-RHD-ZZ-XX-RP-Z-0002.pdf:6:diameter tubular steel piles (approximately 2m diameter), spaced at approximately 3.5m to 4.0m centres.
PB8270-RHD-ZZ-XX-RP-Z-0002.pdf:6:These are proposed to be connected by steel sheet piles to form a continuous, vertical faced, retaining wall.
PB8270-RHD-ZZ-XX-RP-Z-0002.pdf:8: • A piled suspended deck structure.
PB8270-RHD-ZZ-XX-RP-Z-0002.pdf:8:Whilst a concrete block gravity wall remains a feasible solution, the anchored combi-piled retaining wall has
PB8270-RHD-ZZ-XX-RP-Z-0002.pdf:8:the anchored combi-piled wall from a technical perspective.
PB8270-RHD-ZZ-XX-RP-Z-0002.pdf:8:A piled suspended deck structure could also be an appropriate option from a technical perspective and
PB8270-RHD-ZZ-XX-RP-Z-0002.pdf:18:adhered to during pile driving. This includes checking for marine mammals during a pre-piling search prior
Licence Document (Marine).pdf:7:Description Construction of a piled quay structure of overall length
Licence Document (Marine).pdf:7:Methodology Construction of the piled quay wall will be undertaken
Licence Document (Marine).pdf:8: piles supporting the structures would then either be pulled
Licence Document (Marine).pdf:10: is to be placed into settling basins and stockpiled on
Licence Document (Marine).pdf:16:5.2.8 Information on the expected location, start and end dates of impact pile driving/detonation of explosives must be
Licence Document (Marine).pdf:18:5.2.14 Soft-start procedures must be used to ensure incremental increase in pile power over a set time period until full
Licence Document (Marine).pdf:18:5.2.15 Percussive piling activities required for the installation of tubular and sheet piles in the marine environment must be
Licence Document (Marine).pdf:18: undertaken in such a way as to minimise the duration of percussive piling required for each pile, and must use soft-
Licence Document (Marine).pdf:18:5.2.17 The exact locations and dates of impact pile driving/detonation of explosives must be submitted to the Marine Noise
Licence Document (Marine).pdf:18: pile driving/detonation of explosives carried out in the previous year within 12 weeks of completion of impact pile driving/
Schedule 7 - Archaeological WSI.pdf:6:Royal HaskoningDHV (RHDHV) has been contracted by PD Teesport to compile an archaeological
Schedule 7 - Archaeological WSI.pdf:22:The archaeological contractor(s) will have their own Health and Safety policies compiled using national
Schedule 7 - Archaeological WSI.pdf:33:The Site Champion will ensure that safeguarding has taken place and will compile a Preliminary Record
Schedule 7 - Archaeological WSI.pdf:33:the archaeological contractor will compile a summary report for the discovery for distribution to
Schedule 7 - Archaeological WSI.pdf:33:The initial record, including photographs, will be compiled and forwarded by the Site Champion to the
Schedule 7 - Archaeological WSI.pdf:34: Contractor • Compile and distribute summary reports and MIDAS Heritage compliant reports
Schedule 7 - Archaeological WSI.pdf:36:Name of compiler (Site Champion):
Returns.pdf:3:Open Information on the expected location, start and end dates of impact pile driving/detonation
Returns.pdf:4:Open The exact locations and dates of impact pile driving/detonation of explosives must be
Returns.pdf:4: the Registry, every year by the 25 March detailing any impact pile driving/detonation of
Returns.pdf:4: explosives carried out in the previous year within 12 weeks of completion of impact pile
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:13:of dredged material (containing high levels of organic matter) were to be stockpiled
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:20: piles in the marine environment must be undertaken in such a way as to
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:20: minimise the duration of percussive piling required for each pile and must use
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:23:would subsequently by affected by the second phase (pile). EA advised there is no
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:25: piles in the marine environment must be undertaken in such a way as to
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:25: minimise the duration of percussive piling required for each pile and must use
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:28: piles in the marine environment must be undertaken in such a way as to
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:28: minimise the duration of percussive piling required for each pile and must use
MLA_2021_00215-Licence Document (Marine)-20.pdf:5:disposal of dredged materials, a new combi wall structure and new sheet pile walls.
MLA_2021_00215-Licence Document (Marine)-20.pdf:6: be built, along with new sheet piles to replace the adjacent
MLA_2021_00215-Licence Document (Marine)-20.pdf:6: with up to 13 tubular piles of 1.4m diameter and 20m length
MLA_2021_00215-Licence Document (Marine)-20.pdf:6: sheet piles between them. Tie rods and ground anchors
MLA_2021_00215-Licence Document (Marine)-20.pdf:6: sheet piled wall.
MLA_2021_00215-Licence Document (Marine)-20.pdf:6: All piles will be installed in dry conditions behind the
MLA_2021_00215-Licence Document (Marine)-20.pdf:6: existing fronting sheet pile wall of the current deck
MLA_2021_00215-Licence Document (Marine)-20.pdf:6: structure. The method of tubular pile installation is
MLA_2021_00215-Licence Document (Marine)-20.pdf:6: steel tubular pile will be vibro- or percussive piled initially,
MLA_2021_00215-Licence Document (Marine)-20.pdf:6: pile and drilling to reach final toe level of up to - 25mCD.
MLA_2021_00215-Licence Document (Marine)-20.pdf:7:and the existing sheet piled wall in the dry. As with
MLA_2021_00215-Licence Document (Marine)-20.pdf:7:installation of the tubular piles, all works will be carried out
MLA_2021_00215-Licence Document (Marine)-20.pdf:7:conditions prior to the existing fronting sheet pile wall of the
MLA_2021_00215-Licence Document (Marine)-20.pdf:7:sheet piled wall is removed scour protection will be placed
MLA_2021_00215-Licence Document (Marine)-20.pdf:7:installation of up to 20 steel tubular piles of up to 1200mm
MLA_2021_00215-Licence Document (Marine)-20.pdf:7:with a reinforced concrete infill. Up to four of these piles
MLA_2021_00215-Licence Document (Marine)-20.pdf:7:will be installed behind the existing sheet piled wall. The
MLA_2021_00215-Licence Document (Marine)-20.pdf:7:method of pile installation will be as described above; a
MLA_2021_00215-Licence Document (Marine)-20.pdf:7:material from within the tubular pile, drilling to reach the
MLA_2021_00215-Licence Document (Marine)-20.pdf:7:Once the platform is constructed a new sheet pile wall
MLA_2021_00215-Licence Document (Marine)-20.pdf:7:Sheet piled wall
MLA_2021_00215-Licence Document (Marine)-20.pdf:8:An anchored sheet pile wall will be installed, tying the
MLA_2021_00215-Licence Document (Marine)-20.pdf:8:new bankseat and combi wall. The anchored sheet pile
MLA_2021_00215-Licence Document (Marine)-20.pdf:8:approximately 20m landward. The sheet piles will be
MLA_2021_00215-Licence Document (Marine)-20.pdf:8:if required. Up to 60m of sheet pile wall will be required. 10
MLA_2021_00215-Licence Document (Marine)-20.pdf:8:to 20 sheet piles may be installed per day over the length
MLA_2021_00215-Licence Document (Marine)-20.pdf:8:a reinforced concrete piled structure (four steel tubular
MLA_2021_00215-Licence Document (Marine)-20.pdf:8:piles of maximum diameter 1200mm) with a linkspan/
MLA_2021_00215-Licence Document (Marine)-20.pdf:8:two steel tubular piles driven into the Mercia Mudstone.
MLA_2021_00215-Licence Document (Marine)-20.pdf:8:The piles will be augered out and filled with concrete,
MLA_2021_00215-Licence Document (Marine)-20.pdf:8:current linkspan. Demolition of existing sheet pile walls,
MLA_2021_00215-Licence Document (Marine)-20.pdf:8:Restraining Pile
MLA_2021_00215-Licence Document (Marine)-20.pdf:8:tubular steel pile up to 1200mm in diameter driven into
MLA_2021_00215-Licence Document (Marine)-20.pdf:8:time as the tubular piles required for the new suspended
MLA_2021_00215-Licence Document (Marine)-20.pdf:9: existing fronting sheet pile wall. The pile will be augered
MLA_2021_00215-Licence Document (Marine)-20.pdf:14:5.2.8 Percussive piling activities required for the installation of bored tubular piles in the marine environment must be
MLA_2021_00215-Licence Document (Marine)-20.pdf:14: undertaken in such a way as to minimise the duration of percussive piling required for each pile, and must use soft-start
MLA_2021_00215-Licence Document (Marine)-20.pdf:15:5.2.11 The exact locations and dates of impact pile driving must be submitted to the Marine Noise Registry, in order to satisfy
MLA_2021_00215-Licence Document (Marine)-20.pdf:15: the 'Close-out' requirements of the Registry, every year by the 25 March detailing any impact pile driving carried out in the
MLA_2021_00215-Licence Document (Marine)-20.pdf:15: previous year within 12 weeks of completion of impact pile driving.
MLA_2021_00215-Returns-21.pdf:5:Open Open The exact locations and dates of impact pile driving
MLA_2021_00215-Returns-21.pdf:5: submission pile driving carried out in the previous year within 12
MLA_2021_00215-Returns-21.pdf:5: weeks of completion of impact pile driving.The MMO
MLA_2021_00215-Licence Document (Marine)-16.pdf:5:disposal of dredged materials, a new suspended deck structure and new sheet pile
MLA_2021_00215-Licence Document (Marine)-16.pdf:6: deck will be built, along with new sheet piles to replace the
MLA_2021_00215-Licence Document (Marine)-16.pdf:6: The suspended deck will be a piled structure with a
MLA_2021_00215-Licence Document (Marine)-16.pdf:6: supported by steel tubular piles with a reinforced concrete
MLA_2021_00215-Licence Document (Marine)-16.pdf:6: infill. Up to 32 piles of up to 1200mm in diameter will be
MLA_2021_00215-Licence Document (Marine)-16.pdf:6: required for the design. A sheet piled wall will be installed
MLA_2021_00215-Licence Document (Marine)-16.pdf:6: All tubular piles will be installed in dry conditions behind
MLA_2021_00215-Licence Document (Marine)-16.pdf:6: the existing fronting sheet pile wall of the current deck
MLA_2021_00215-Licence Document (Marine)-16.pdf:6: structure. The method of tubular pile installation is
MLA_2021_00215-Licence Document (Marine)-16.pdf:6: steel tubular pile will be vibro- or percussive piled initially,
MLA_2021_00215-Licence Document (Marine)-16.pdf:7:pile and drilling to reach final toe level of up to -25mCD.
MLA_2021_00215-Licence Document (Marine)-16.pdf:7:months. Excavation between the new piles will take place
MLA_2021_00215-Licence Document (Marine)-16.pdf:7:of the tubular piles, all works will be carried out from land,
MLA_2021_00215-Licence Document (Marine)-16.pdf:7:prior to the existing fronting sheet pile wall of the current
MLA_2021_00215-Licence Document (Marine)-16.pdf:7:installation of approximately 20 steel tubular piles of up
MLA_2021_00215-Licence Document (Marine)-16.pdf:7:these piles may be installed within the intertidal foreshore
MLA_2021_00215-Licence Document (Marine)-16.pdf:7:piled wall. The method of pile installation will be as
MLA_2021_00215-Licence Document (Marine)-16.pdf:7:by augering of the material from within the tubular pile,
MLA_2021_00215-Licence Document (Marine)-16.pdf:7:a new sheet pile wall will be installed between the
MLA_2021_00215-Licence Document (Marine)-16.pdf:8:Sheet piled walls
MLA_2021_00215-Licence Document (Marine)-16.pdf:8:It is anticipated that a sheet piled wall will be required
MLA_2021_00215-Licence Document (Marine)-16.pdf:8:also an anchored sheet pile wall will be required to tie
MLA_2021_00215-Licence Document (Marine)-16.pdf:8:sheet pile wall will comprise a front wall anchored with
MLA_2021_00215-Licence Document (Marine)-16.pdf:8:wall approximately 20m landward. The sheet piles will
MLA_2021_00215-Licence Document (Marine)-16.pdf:8:if required. The number of sheet piles required is currently
MLA_2021_00215-Licence Document (Marine)-16.pdf:8:up to 150m of sheet pile wall will be required. 10 to 20
MLA_2021_00215-Licence Document (Marine)-16.pdf:8:sheet piles may be installed per day over the length of the
MLA_2021_00215-Licence Document (Marine)-16.pdf:8:a reinforced concrete piled structure (four steel tubular
MLA_2021_00215-Licence Document (Marine)-16.pdf:8:piles of maximum diameter 1200mm) with a linkspan/
MLA_2021_00215-Licence Document (Marine)-16.pdf:8:two steel tubular piles driven into the Mercia Mudstone.
MLA_2021_00215-Licence Document (Marine)-16.pdf:8:The piles will be augered out and filled with concrete,
MLA_2021_00215-Licence Document (Marine)-16.pdf:8:current linkspan. Demolition of existing sheet pile walls,
MLA_2021_00215-Licence Document (Marine)-16.pdf:9: Restraining Pile
MLA_2021_00215-Licence Document (Marine)-16.pdf:9: tubular steel pile up to 1200mm in diameter driven into
MLA_2021_00215-Licence Document (Marine)-16.pdf:9: time as the tubular piles required for the new suspended
MLA_2021_00215-Licence Document (Marine)-16.pdf:9: existing fronting sheet pile wall. The pile will be augered
MLA_2021_00215-Licence Document (Marine)-16.pdf:14:5.2.8 Percussive piling activities required for the installation of bored tubular piles in the marine environment must be
MLA_2021_00215-Licence Document (Marine)-16.pdf:14: undertaken in such a way as to minimise the duration of percussive piling required for each pile, and must use soft-start
MLA_2021_00215-Licence Document (Marine)-16.pdf:15:5.2.11 The exact locations and dates of impact pile driving must be submitted to the Marine Noise Registry, in order to satisfy
MLA_2021_00215-Licence Document (Marine)-16.pdf:15: the 'Close-out' requirements of the Registry, every year by the 25 March detailing any impact pile driving carried out in the
MLA_2021_00215-Licence Document (Marine)-16.pdf:15: previous year within 12 weeks of completion of impact pile driving.
MLA_2021_00215-TG Notice 13.8-3.pdf:1: THE SQUARE, West side, From a point 5 metres north of its junction with Stone Row (at the along with new sheet piles to replace the adjacent quay walls as well as a capital dredge of
MLA_2021_00215-Decision Letter (Marine)-14.pdf:1:Additionally, a new suspended deck will be built, along with new sheet piles to
MLA_2021_00215-Returns-15.pdf:2:Open The exact locations and dates of impact pile driving must be submitted to the Marine
MLA_2021_00215-Returns-15.pdf:2: year by the 25 March detailing any impact pile driving carried out in the previous year
MLA_2021_00215-Returns-15.pdf:2: within 12 weeks of completion of impact pile driving.The MMO must be notified of
MLA_2021_00215-APPLICATION-FORM.pdf:2:pile walls.
MLA_2021_00215-APPLICATION-FORM.pdf:12:2). A new suspended deck is proposed to be built, along with new sheet piles to replace
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:3:2.6 Installation of Replacement Linkspan Pontoon and Restraining Pile 15
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:7:1.2m clear width on the portside. The landward end is supported on a piled concrete abutment via a hinged
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:7:dredged materials), a new suspended deck structure and new sheet pile walls.
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:10:to be built, along with new sheet piles to replace the adjacent quay walls as well as a capital dredge of the
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:10: 2. Construction of new linkspan abutment and sheet piles walls;
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:10: 3. Local demolition of extant sheet pile walls and linkspan abutment;
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:11: SHEET PILED
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:11: ℄ OF RESTRAINT PILE
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:11: SHEET PILED
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:11: ℄ OF RESTRAINT PILE
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:12: 2. AUGER / DRIVE PILES Centr
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:12: 4. EXCAVATE TO FORM PROFILE BEHIND SHEET PILED WALL
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:12: 5. REMOVE EXISTING SHEET PILED WALL
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:12: 1989 SHEET PILE WALL FOR LARGEST HGV
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:12: 1980's SHEET 1961 SHEET PILED
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:12: PILED WALL WALL
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:12: 2. DEMOLISH SHEET PILED WALL Centr
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:12: 3. CONSTRUCT SHEET PILED WALL BETWEEN NEW
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:13:The suspended deck will be a piled structure with a reinforced concrete deck constructed within the footprint
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:13:of the existing solid dock structure (Figure 2). The structure will be supported by steel tubular piles with a
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:13:reinforced concrete infill. Approximately 32 piles of up to 1200mm in diameter will be required for the design.
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:13:A sheet piled wall will be installed at the back of the new suspended deck structure to retain material behind
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:13:All tubular piles will be installed in dry conditions behind the existing fronting sheet pile wall of the current
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:13:deck structure. The method of tubular pile installation is expected to be a mix of pre-augering followed by
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:13:vibro- and percussive piling (if required) and augering. Each steel tubular pile will be vibro- or percussive
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:13:piled initially, followed by augering of the material from inside the tubular pile and drilling to reach final toe
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:13:approximately 5 minutes of driving per pile, with a soft start. This will be followed by up to 6 hours of auguring
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:13:per pile with all excavated materials being collected and disposed of to land. Following this, the tubular piles
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:13:will be filled with concrete. It is anticipated that 2 to 3 piles will be installed per day.
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:14:Excavation between the new piles will take place to remove the existing tie-rods and to excavate the current
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:14:installation of the tubular piles, all works will be carried out from land, using land-based plant and will take
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:14:place in dry conditions prior to the existing fronting sheet pile wall of the current deck structure being
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:14:the installation of approximately 20 steel tubular piles of up to 1200mm with a reinforced concrete infill
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:14:(Figure 2). Up to four of these piles may be installed within the intertidal foreshore area to the side of the
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:14:current bankseat wall and the remaining 16 will be installed behind the existing sheet piled wall. The method
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:14:of pile installation will be as described above in Section 2.3.1; a mix of pre-augering followed by vibro- and
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:14:(if required) percussive piling. This will be followed by augering of the material from within the tubular pile,
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:14:new sheet pile wall will be installed between the bankseat and suspended deck structure in dry conditions
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:14:2.3.3 Sheet piled walls
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:14:It is anticipated that a sheet piled wall will be required at the back of the new suspended deck structure, and
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:14:also an anchored sheet pile wall will be required to tie in the new bankseat and suspended deck. The
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:14:anchored sheet pile wall will comprise a front wall anchored with tie rods at approximately mean sea level
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:14:to an anchor wall approximately 20m landward. The sheet piles will be driven using a vibro-hammer, with
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:14:in advance of driving if required. The number of sheet piles required is currently unknown whilst the design
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:14:is being developed, however it is estimated approximately 150m of sheet pile wall will be required.
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:14:Approximately 10 to 20 sheet piles may be installed per day over the length of the construction period.
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:15:adjacent to the new Number 2 Ro-Ro bankseat, including the construction of a reinforced concrete piled
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:15:structure (approximately four steel tubular piles of maximum diameter 1200mm) with a linkspan/walkway
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:15:steel tubular piles driven into the Mercia Mudstone. The piles will be augered out and filled with concrete,
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:15:the current linkspan. Demolition of existing sheet pile walls, the concrete deck slab, tie rods and the existing
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:16:2.6 Installation of Replacement Linkspan Pontoon and Restraining Pile
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:16:installed. The new linkspan will be restrained using one tubular steel pile up to 1200mm in diameter driven
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:16:into the Mercia Mudstone. This will be installed at the same time as the tubular piles required for the new
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:16:suspended deck structure, in dry conditions prior to the removal of the existing fronting sheet pile wall. The
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:16:pile will be augered out and filled with reinforcement and concrete, requiring in-situ concrete pours. All
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:17: NEW BANKSEAT AND PILED
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:17: NEW SHEET PILED WALLS SITE COMPOUND
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:22:Although waste will be generated for management on land following the removal of the existing sheet piled
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:34:piled walls. Some limited augering and piling will be required within the intertidal zone during the
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:34:refurbish existing revetment and abutment sheet pile walls and undertake a capital dredge within the new
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:34:new structures will have an open piled/suspended deck structure and as such will not reduce in flood
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:36:The majority of the piling activity will take place in dry conditions, behind the current sheet pile walls. Some
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:36:scheme. It is anticipated that this will be limited to nine piles (four within the bankseat, four for the foyboat
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:36:pontoon and one restraint pile for the Number 2 Ro-Ro pontoon). The installation of each pile would involve
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:37:is reached. It is anticipated that two to three piles will be installed per day, therefore any potential impacts
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:38:driving per pile, with a soft start, followed by 6 hours of auguring per pile. Two to three piles are anticipated
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:39:The majority of the piling activity will take place in dry conditions, behind the current sheet pile walls. Some
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:39:scheme. It is anticipated that this will be limited to nine piles (Figure 2). The installation of each pile would
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:39:power is reached. Two to three piles are anticipated to be installed per day therefore, any potential impacts
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:47:sheet piled walls and new abutment. The works will consist of construction of a new berth and linkspan,
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:47:including some limited percussive piling, to install the piles required to support the new suspended deck
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:52: Construction of new linkspan abutment and sheet piles walls;
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:52: Local demolition of extant sheet pile walls and linkspan abutment;
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:52:minutes of driving per tubular pile, with a soft start, followed by 6 hours of auguring per
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:53:pile. As such, those activities that might have caused disturbance and/or displacement of
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:54:existing revetment and abutment sheet pile walls and undertake a capital dredge within the
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:58: • Construction of new linkspan abutment and sheet piles walls;
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:58: • Local demolition of extant sheet pile walls and linkspan abutment;
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:66: be comprised of approximately 5 minutes percussive piling per pile
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:66: (if required) followed by 6 hours of augering per pile resulting in a
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:66: three piles per day will be installed and as such this impact would
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:67: limited to 5 minutes of impact piling per pile, with up to three piles
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:69:and consists of two main activities – the installation of piles to support the new suspended deck structure,
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:74: temperature, salinity, period of three days and piles will be weeks, depending on port operations place at the same time as
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:74: or microbial patterns piles to be installed in the marine Following this dredging of the boulder Tees Dock as a whole.
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:75: Biology – Habitats Which type of habitat is The majority of the piles will be No
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:75: angiosperms / benthic what percentage of the piled walls, therefore the direct
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:75: and lower sensitivity the water body? to the nine piles to be installed in the
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:76: of percussive piling per pile), sediment to be removed, the volume
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:76: intermittent (up to three piles per of sediment that would be
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:82:any attachments, which has been compiled following consultation with our technical
MLA_2021_00215-TG Notice 20.8-2.pdf:1:along with new sheet piles to replace the adjacent quay walls as well as a capital dredge of
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:1:The combi wall will be formed of 13 tubular piles 1.4m diameter, with 20m length sheet piles between. Tie
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:1:anchors will all be built in dry conditions behind the existing fronting sheet piled wall. The method of tubular
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:1:pile installation is expected to be a mix of pre-augering followed by vibro and percussive piling (if required)
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:1:and augering. Each steel tubular pile will be vibro- or percussive piled initially, followed by augering of the
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:1:material from inside the tubular pile and drilling to reach final toe level of up to -25mCD. Due to the staged
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:1:Excavation between the piles is no longer required. However, a small amount of material will be excavated
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:1:within the recessed section between the new combi wall and the existing sheet piled wall in the dry.
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:1:As with installation of the tubular piles, all works will be carried out from land, using land-based plant and
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:1:will take place in dry conditions prior to the existing fronting sheet pile wall of the current deck structure
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:1:being removed. Once the existing sheet piled wall is removed scour protection will be placed within the
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:2: The suspended deck will be a piled structure with a reinforced of the solid dock structure.
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:2: tubular piles with a reinforced concrete infill. Up to 32 piles of not be open.
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:2: up to 1200mm in diameter will be required for the design. A 13 tubular piles 1.4m diameter with 20m length sheet piles
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:2: sheet piled wall will be installed at the back of the new between these will form the combi wall, tie rods and ground
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:2: existing sheet piled wall. A sheet piled wall at the back of the
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:2: All piles will be installed in dry conditions behind the existing
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:2: All tubular piles will be installed in dry conditions behind the
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:2: fronting sheet pile wall of the current deck structure. The
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:2: existing fronting sheet pile wall of the current deck structure.
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:2: method for installing tubular and sheet piles remains the
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:2: The method of tubular pile installation is expected to be a mix
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:2: required) and augering. Each steel tubular pile will be vibro- or
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:2: augering. Each steel tubular pile will be vibro- or percussive
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:2: percussive piled initially, followed by augering of the material
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:2: piled initially, followed by augering of the material from inside
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:2: from inside the tubular pile and drilling to reach final toe level
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:2: the tubular pile and drilling to reach final toe level of up to -
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:2: Excavation between the piles is no longer required. However,
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:2: Excavation between the new piles will take place to remove
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:2: existing sheet piled wall in the dry.
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:2: As with installation of the tubular piles, all works will be
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:2: at a suitable facility. As with installation of the tubular piles, all
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:2: place in dry conditions prior to the existing fronting sheet pile
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:2: sheet pile wall of the current deck structure being removed.
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:2: Once the existing sheet piled wall is removed scour protection
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:3: Sheet Piled Wall
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:3: It is anticipated that a sheet piled wall will be required at the
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:3: anchored sheet pile wall will be required to tie in the new
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:3: bankseat and suspended deck. The anchored sheet pile wall The proposed combi-wall structure means that the sheet piled
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:3: approximately mean sea level to an anchor wall approximately required, however the anchored sheet pile wall remains the
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:3: 20m landward. The sheet piles will be driven using a vibro- same tying the new bankseat and the new combi-wall. The
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:3: end of installation, and preaugering / drilling may be wall however, the length of sheet piled wall to be installed is
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:3: sheet piles required is currently unknown whilst the design is
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:3: being developed, however up to 150m of sheet pile wall will be
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:3: required. 10 to 20 sheet piles may be installed per day over
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:3:of piles to be installed has been reduced, therefore the potential impacts to fish is reduced compared to
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:3:piles to be installed has been reduced which will reduce noise impacts to birds. Overall, impacts are
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:3:Marine mammals – The number of piles to be installed has been reduced which will reduce noise impacts
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:4:excavated behind the existing sheet piled wall before this is removed. Impacts are reduced compared to
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:4:excavation, concreting, paving, demolition and will result in a reduction in the number of piles to be
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:4:installed. The piles and ground anchors will be installed behind the existing quay wall from land, therefore
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:4:scheme remain the same, e.g., dredging, bankseat, anchored sheet piled wall.
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:5: SHEET PILE WALL INSTALLED LANDWARD OF EXISTING. ANCHORS STAGE.
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:5: 4. EXISTING SHEET PILE WALL SECTION SHOWN AS PER
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:5: RESTRAINT PILE AND FRAME
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:5: SHEET PILES FORWARDS OF COMBI-WALL
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:5: TUBULAR PILES AND SHEET PILE INFILLS
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:5: NEW SHEET PILE WALL ALONGSIDE
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:5: ANCHORED SHEET PILE WALL
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:5: SHEET PILE WALL INSTALLED LANDWARD OF EXISTING. ANCHORS
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:5: COMBI-WALL AND SHEET PILE WALL: MJB MJB KK
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:5: 3 INSTALL RESTRAINT PILE (BH-102)
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:5: 4 INSTALL COMBI WALL AND SHEET PILES, GROUND ANCHORS AND TEMPORARY TIES
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:5: 6 INSTALL ANCHOR WALLS FOR COMBI-WALL AND SHEET PILE WALL
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:5: COMBIWALL AND SHEET PILE WALL: MUDSTONE
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:5: 1 DEMOLISH EXISTING SHEET PILE WALL
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:5: 3 INSTALL SHEET PILE WALL MAIN PILES AND ANCHOR TIES ON BEHALF OF
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:5: 4 RE-INSTATE GROUND TO PAVING FORMATION LEVEL AND INSTALL PAVING TUBULAR PILES AND SHEET PILE INFILLS
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:5: 10 INSTALL SHEET PILES TO BANKSEAT AREA
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:5: 11 INSTALL 1350Ø BORED PILES
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:5: 14 DEMOLISH BANKSEAT CONCRETE AND PILES
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:6: ℄ OF RESTRAINT PILE
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:6: ℄ OF RESTRAINT PILE
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:7: RESTRAINT PILE - ON HOLD AWAITING
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:7: CONCRETE MATTRESS ELEVATION A-A PILE LEVELS VARY
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:7: AND SHEET PILES NOT (DRAWING 1405)
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:7: RESTRAINT PILE - ON HOLD AWAITING S/2 S/3 S/4 S/5 S/1
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:7: PILE LEVEL VARIES PILE LEVEL VARIES
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:7: SHEET PILE IN CAPPING
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:7: PRIOR TO INSTALLING SHEET PILES
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:7: EXISTING SHEET PILE WALL SHEET PILE WALL.
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:7: DREDGE LEVEL EXISTING SHEET PILE WALL
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:3:2.6 Installation of Replacement Linkspan Pontoon and Restraining Pile 15
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:7:1.2m clear width on the portside. The landward end is supported on a piled concrete abutment via a hinged
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:7:dredged materials), a new suspended deck structure and new sheet pile walls.
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:10:to be built, along with new sheet piles to replace the adjacent quay walls as well as a capital dredge of the
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:10: 2. Construction of new linkspan abutment and sheet piles walls;
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:10: 3. Local demolition of extant sheet pile walls and linkspan abutment;
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:11: SHEET PILED
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:11: ℄ OF RESTRAINT PILE
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:11: SHEET PILED
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:11: ℄ OF RESTRAINT PILE
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:12: 2. AUGER / DRIVE PILES Centr
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:12: 4. EXCAVATE TO FORM PROFILE BEHIND SHEET PILED WALL
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:12: 5. REMOVE EXISTING SHEET PILED WALL
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:12: 1989 SHEET PILE WALL FOR LARGEST HGV
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:12: 1980's SHEET 1961 SHEET PILED
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:12: PILED WALL WALL
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:12: 2. DEMOLISH SHEET PILED WALL Centr
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:12: 3. CONSTRUCT SHEET PILED WALL BETWEEN NEW
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:13:The suspended deck will be a piled structure with a reinforced concrete deck constructed within the footprint
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:13:of the existing solid dock structure (Figure 2). The structure will be supported by steel tubular piles with a
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:13:reinforced concrete infill. Approximately 32 piles of up to 1200mm in diameter will be required for the design.
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:13:A sheet piled wall will be installed at the back of the new suspended deck structure to retain material behind
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:13:All tubular piles will be installed in dry conditions behind the existing fronting sheet pile wall of the current
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:13:deck structure. The method of tubular pile installation is expected to be a mix of pre-augering followed by
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:13:vibro- and percussive piling (if required) and augering. Each steel tubular pile will be vibro- or percussive
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:13:piled initially, followed by augering of the material from inside the tubular pile and drilling to reach final toe
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:13:approximately 5 minutes of driving per pile, with a soft start. This will be followed by up to 6 hours of auguring
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:13:per pile with all excavated materials being collected and disposed of to land. Following this, the tubular piles
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:13:will be filled with concrete. It is anticipated that 2 to 3 piles will be installed per day.
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:14:Excavation between the new piles will take place to remove the existing tie-rods and to excavate the current
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:14:installation of the tubular piles, all works will be carried out from land, using land-based plant and will take
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:14:place in dry conditions prior to the existing fronting sheet pile wall of the current deck structure being
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:14:the installation of approximately 20 steel tubular piles of up to 1200mm with a reinforced concrete infill
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:14:(Figure 2). Up to four of these piles may be installed within the intertidal foreshore area to the side of the
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:14:current bankseat wall and the remaining 16 will be installed behind the existing sheet piled wall. The method
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:14:of pile installation will be as described above in Section 2.3.1; a mix of pre-augering followed by vibro- and
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:14:(if required) percussive piling. This will be followed by augering of the material from within the tubular pile,
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:14:new sheet pile wall will be installed between the bankseat and suspended deck structure in dry conditions
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:14:2.3.3 Sheet piled walls
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:14:It is anticipated that a sheet piled wall will be required at the back of the new suspended deck structure, and
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:14:also an anchored sheet pile wall will be required to tie in the new bankseat and suspended deck. The
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:14:anchored sheet pile wall will comprise a front wall anchored with tie rods at approximately mean sea level
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:14:to an anchor wall approximately 20m landward. The sheet piles will be driven using a vibro-hammer, with
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:14:in advance of driving if required. The number of sheet piles required is currently unknown whilst the design
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:14:is being developed, however it is estimated approximately 150m of sheet pile wall will be required.
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:14:Approximately 10 to 20 sheet piles may be installed per day over the length of the construction period.
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:15:adjacent to the new Number 2 Ro-Ro bankseat, including the construction of a reinforced concrete piled
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:15:structure (approximately four steel tubular piles of maximum diameter 1200mm) with a linkspan/walkway
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:15:steel tubular piles driven into the Mercia Mudstone. The piles will be augered out and filled with concrete,
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:15:the current linkspan. Demolition of existing sheet pile walls, the concrete deck slab, tie rods and the existing
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:16:2.6 Installation of Replacement Linkspan Pontoon and Restraining Pile
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:16:installed. The new linkspan will be restrained using one tubular steel pile up to 1200mm in diameter driven
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:16:into the Mercia Mudstone. This will be installed at the same time as the tubular piles required for the new
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:16:suspended deck structure, in dry conditions prior to the removal of the existing fronting sheet pile wall. The
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:16:pile will be augered out and filled with reinforcement and concrete, requiring in-situ concrete pours. All
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:17: NEW BANKSEAT AND PILED
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:17: NEW SHEET PILED WALLS SITE COMPOUND
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:22:Although waste will be generated for management on land following the removal of the existing sheet piled
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:34:piled walls. Some limited augering and piling will be required within the intertidal zone during the
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:34:refurbish existing revetment and abutment sheet pile walls and undertake a capital dredge within the new
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:34:new structures will have an open piled/suspended deck structure and as such will not reduce in flood
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:36:The majority of the piling activity will take place in dry conditions, behind the current sheet pile walls. Some
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:36:scheme. It is anticipated that this will be limited to nine piles (four within the bankseat, four for the foyboat
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:36:pontoon and one restraint pile for the Number 2 Ro-Ro pontoon). The installation of each pile would involve
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:37:is reached. It is anticipated that two to three piles will be installed per day, therefore any potential impacts
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:38:driving per pile, with a soft start, followed by 6 hours of auguring per pile. Two to three piles are anticipated
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:39:The majority of the piling activity will take place in dry conditions, behind the current sheet pile walls. Some
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:39:scheme. It is anticipated that this will be limited to nine piles (Figure 2). The installation of each pile would
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:39:power is reached. Two to three piles are anticipated to be installed per day therefore, any potential impacts
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:47:sheet piled walls and new abutment. The works will consist of construction of a new berth and linkspan,
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:47:including some limited percussive piling, to install the piles required to support the new suspended deck
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:52: Construction of new linkspan abutment and sheet piles walls;
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:52: Local demolition of extant sheet pile walls and linkspan abutment;
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:52:minutes of driving per tubular pile, with a soft start, followed by 6 hours of auguring per
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:53:pile. As such, those activities that might have caused disturbance and/or displacement of
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:54:existing revetment and abutment sheet pile walls and undertake a capital dredge within the
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:58: • Construction of new linkspan abutment and sheet piles walls;
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:58: • Local demolition of extant sheet pile walls and linkspan abutment;
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:66: be comprised of approximately 5 minutes percussive piling per pile
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:66: (if required) followed by 6 hours of augering per pile resulting in a
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:66: three piles per day will be installed and as such this impact would
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:67: limited to 5 minutes of impact piling per pile, with up to three piles
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:69:and consists of two main activities – the installation of piles to support the new suspended deck structure,
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:74: temperature, salinity, period of three days and piles will be weeks, depending on port operations place at the same time as
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:74: or microbial patterns piles to be installed in the marine Following this dredging of the boulder Tees Dock as a whole.
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:75: Biology – Habitats Which type of habitat is The majority of the piles will be No
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:75: angiosperms / benthic what percentage of the piled walls, therefore the direct
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:75: and lower sensitivity the water body? to the nine piles to be installed in the
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:76: of percussive piling per pile), sediment to be removed, the volume
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:76: intermittent (up to three piles per of sediment that would be
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:82:any attachments, which has been compiled following consultation with our technical
3 EIS Appendices (3).pdf:27: Bearing Piles 406∅
3 EIS Appendices (3).pdf:27:3.37m centres Bearing Piles 406∅
3 EIS Appendices (3).pdf:27:Sheet Piles between
3 EIS Appendices (3).pdf:28: Bearing Piles 406∅
3 EIS Appendices (3).pdf:28:3.37m centres Bearing Piles 406∅
3 EIS Appendices (3).pdf:28:Sheet Piles between
3 EIS Appendices (3).pdf:30: Sheet Pile CLAY Client:
3 EIS Appendices (3).pdf:31: TOP OF SHEET PILE
3 EIS Appendices (3).pdf:31: TOP OF SHEET PILE
3 EIS Appendices (3).pdf:31: TOP OF SHEET PILE 6.85 LAT 8.35 LAT 6.85 LAT
3 EIS Appendices (3).pdf:31: SEA BED PROFILE SEA BED PROFILE EXISTING SHEET PILE
3 EIS Appendices (3).pdf:31: TOE OF SHEET PILE
3 EIS Appendices (3).pdf:31: TOE OF SHEET PILE WALL TOE OF SHEET PILE WALL WALL (DOCKSIDE)
3 EIS Appendices (3).pdf:31: TOE OF SHEET PILE WALL
3 EIS Appendices (3).pdf:31:8.35 LAT ( 5.5 AOD) Outer Pile Height dewatering controls
3 EIS Appendices (3).pdf:31: 7.85 LAT ( 5.0 AOD) Inner Pile Height
3 EIS Appendices (3).pdf:31: SHEET PILE
3 EIS Appendices (3).pdf:31: SHEET PILE Client:
3 EIS Appendices (3).pdf:31:-15.15 LAT ( -18.0 AOD) Toe of Piles Project\Location:
3 EIS Appendices (3).pdf:31: -18.15 LAT ( -21.0 AOD) Toe of Piles Cofferdam Main Cross Sections
3 EIS Appendices (3).pdf:32:8.35 LAT ( 5.5 AOD) Outer Pile Height dewatering controls
3 EIS Appendices (3).pdf:32: 7.85 LAT ( 5.0 AOD) Inner Pile Height
3 EIS Appendices (3).pdf:32: SHEET PILE
3 EIS Appendices (3).pdf:32: SHEET PILE
3 EIS Appendices (3).pdf:32:-15.15 LAT ( -18.0 AOD) Toe of Piles
3 EIS Appendices (3).pdf:32: -18.15 LAT ( -21.0 AOD) Toe of Piles
3 EIS Appendices (3).pdf:33:8.35 LAT ( 5.5 AOD) Riverside Pile Height
3 EIS Appendices (3).pdf:33: SHEET PILES PROVIDING
3 EIS Appendices (3).pdf:33: SHEET PILE
3 EIS Appendices (3).pdf:34: TOP OF SHEET PILE
3 EIS Appendices (3).pdf:34: TOP OF SHEET PILE
3 EIS Appendices (3).pdf:34: TOP OF SHEET PILE 6.85 LAT 8.35 LAT
3 EIS Appendices (3).pdf:34: SEA BED PROFILE SEA BED PROFILE EXISTING SHEET PILE
3 EIS Appendices (3).pdf:34: TOE OF SHEET PILE
3 EIS Appendices (3).pdf:34: TOE OF SHEET PILE WALL TOE OF SHEET PILE WALL WALL (DOCKSIDE)
3 EIS Appendices (3).pdf:34: TOE OF SHEET PILE WALL
3 EIS Appendices (3).pdf:34:8.35 LAT ( 5.5 AOD) Outer Pile Height dewatering controls
3 EIS Appendices (3).pdf:34: 7.85 LAT ( 5.0 AOD) Inner Pile Height
3 EIS Appendices (3).pdf:34: SHEET PILE
3 EIS Appendices (3).pdf:34: SHEET PILE
3 EIS Appendices (3).pdf:34:-15.15 LAT ( -18.0 AOD) Toe of Piles
3 EIS Appendices (3).pdf:34: -18.15 LAT ( -21.0 AOD) Toe of Piles AbleUK Ltd Tel: +44-(0)1642 806080
3 EIS Appendices (3).pdf:36: STRENGTHENING PILES
3 EIS Appendices (3).pdf:37: EXISTING SHEET PILE WALLS
3 EIS Appendices (3).pdf:37: QUAY 2 EXISTING SHEET PILES
3 EIS Appendices (3).pdf:37: TO SHEET PILE WALL
3 EIS Appendices (3).pdf:37: REMOVABLE CONTIGUOUS PILE WALL
3 EIS Appendices (3).pdf:37: SHEET PILE WALL (UNDER)
3 EIS Appendices (3).pdf:37: CHANNEL DRY DOCK SHEET PILE WALL 1:100
3 EIS Appendices (3).pdf:37: PILE WALL
3 EIS Appendices (3).pdf:37: SHEET PILE WALL
3 EIS Appendices (3).pdf:37: SHEET PILE WALL
3 EIS Appendices (3).pdf:85: affect the SPA. BS5228 ascribes a power level of 110dBLWA to pile driving. Taking the noise
3 EIS Appendices (3).pdf:85: sensitive locations into account as shown on figure A8.2.1 the noise impact from pile driving
3 EIS Appendices (3).pdf:85: Location Noise Impact for Pile Driver
3 EIS Appendices (3).pdf:86:1.21 Pile driving may not be carried out as a solo operation but may at least for part of the time, be
3 EIS Appendices (3).pdf:97: side west of the basin, where the piles of aggregate are stored east of the basin and on the
3 EIS Appendices (3).pdf:98:9. Vegetated pile of aggregate with calcareous interest including Carline Thistle and
3 EIS Appendices (3).pdf:98:13. Vegetated and non-vegetated piles of aggregate were present on the area east of the
3 EIS Appendices (3).pdf:98: piles of aggregates.
3 EIS Appendices (3).pdf:98:14. The neutral grassland was encroaching onto the pile of sand beside the car-park
3 EIS Appendices (3).pdf:99: 21. Pile of bare earth.
3 EIS Appendices (3).pdf:99:14.3.25 In addition, whilst Great Crested Newts are often found on industrial sites, where piles of
3 EIS Appendices (3).pdf:107:Plate4: The neutral grassland(targetnote 9) looking north with the piles of
3 EIS Appendices (3).pdf:107:Plate 5: The standingwater looking north from targetnote 11 with the piles of
3 EIS Appendices (3).pdf:108:Plate 6: The scruband neutral grasslandadjacentto the road with the pile of sandin
1911South-Tees-Master-Plan-Nov-19.2.pdf:54:Works, a fuel oil storage depot and more recently South demolished and infilled during the 1950’s, and then area is used to stockpile raw materials including 2.11.3 SUMMARY
1911South-Tees-Master-Plan-Nov-19.2.pdf:54:stockpiled to the west of the By-Products works. bedrock between 6m and 9m below ground level. waste, although this may not have ever been used. levels, as well as encapsulation and capping strategies.
1911South-Tees-Master-Plan-Nov-19.2.pdf:60:coal tar stockpiles above ground at South Bank. Stations fencing and security in place. The Teesdale Way crosses
1911South-Tees-Master-Plan-Nov-19.2.pdf:93:other for alternative energy generation (e.g. photovoltaics). monopiles and transition pieces; top sides; blades; nacelles;
1911South-Tees-Master-Plan-Nov-19.2.pdf:110: nections to depths ranging from 7.0m to 10.5m, and reconstruction gravity foundations; monopiles and transition pieces; top
MLA_2020_00506-20220512_MLA_2020_00506_1_variation_HRA_FINAL.pdf:1: • Construction of a new solid piled quay structure up to 30m wide and 1,230m in length (with an approximate 1,050m of
MLA_2020_00506-20221017_MLA_2020_00506_variation 2_HRA_FINAL.pdf:1: • Construction of a new solid piled quay structure up to 30m wide and 1,230m in length (with an approximate 1,050m of
20210119 MLA202000506 Tees South Bank Quay CP advice + JPQC.pdf:2:12. Baseline description and data are largely compiled from that submitted as part of the Northern
MLA202000506 and MLA202000507 Draft HRA phase 1 and 2.pdf:2: • Construction of a new solid piled quay structure up to 30m wide and 1,230m in length (with an approximate 1,050m of
MLA 2020 00506 South Bank Phase 1 MLA 2020 00507 Phase 2.pdf:1:The key issue is the potential for c. 400 32m long piles across the c 1.2km length of new
MLA 2020 00506 South Bank Phase 1 MLA 2020 00507 Phase 2.pdf:2:the c.400 piles and would not be seen as a route to prevent or alter the existing
MLA202000506 and MLA202000507 Draft HRA (2).pdf:2: • Construction of a new solid piled quay structure up to 30m wide and 1,230m in length (with an approximate 1,050m of
MLA202000506 and MLA202000507 Draft HRA (2).pdf:24: movement Little tern, (Breeding) construction of the new quay and during pile driving) are within the
MLA202000506 and MLA202000507 Draft HRA (2).pdf:24: ten minutes of impact pile driving per day
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:3: risk of transmission of underwater noise into the river from a piled quay wall, and the potential impacts of
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:6:The piles supporting the concrete jetties and the wharf, as well as the pipework feeding the pumping station
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:6:piles would be extracted using vibration techniques. It is anticipated that such works would be undertaking
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:6:The assessment pile requirements are summarised in Table 3.1:
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:7:The assessed form of construction for the quay wall is a combi-wall comprising steel tubular king piles with
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:7:steel sheet pile infills. An anchor structure (typically a steel sheet pile wall/combi-wall or discrete anchor
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:7:structures such as tubular steel piles) would be constructed approximately 50 m inland of the combi-wall to
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:7:King piles for the combi-wall would be up to 2,500 mm in diameter and it is assumed that these would be
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:7:mudstone. Up to 400 piles are envisaged for the combi-piled wall. The form of construction for the anchor
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:7:structure is yet to be confirmed, however it would either comprise steel sheet piles or tubular piles; if a steel
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:7:sheet piled wall is progressed, up to 1,250 m of sheet piles would be required. Alternatively, up to 400 tubular
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:7:piles of up 1,500 mm in diameter would be used.
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:7:slabs supported on approximately 500 vertical bored cast in-situ piles to support each of the heavy lift areas
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:7:(i.e. up to 1000 piles for the heavy lift areas). Each heavy lift area would be approximately 150m x 30m in
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:7:A relieving platform is also proposed behind the combi-wall. The diameter of the anchor wall piles would
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:7:The relieving platform would require in the order of 1,200 bored concrete piles approximately 800 mm in
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:7:All piles would be installed through soils on land; no piling is proposed in the river channel. It has been
20210115 MLA202000506 South Bank Quay-phase 1 - Fisheries advice MG GE + JPQC.pdf:3: Barrage fish counter, information collated and compiled from previous impact assessments for
20210115 MLA202000506 South Bank Quay-phase 1 - Fisheries advice MG GE + JPQC.pdf:13: associated with the pumping station. The piles supporting the concrete jetties and the wharf,
20210115 MLA202000506 South Bank Quay-phase 1 - Fisheries advice MG GE + JPQC.pdf:13: steel tubular king piles with steel sheet pile infills. The wall would be constructed at a level of
20210115 MLA202000506 South Bank Quay-phase 1 - Fisheries advice MG GE + JPQC.pdf:13: approximately 8.64m chart datum (CD) using percussive techniques to installed up to 400 piles.
MLA202000506 and MLA202000507 Draft HRA.pdf:2: • Construction of a new solid piled quay structure up to 30m wide and 1,230m in length (with an approximate 1,050m of
MLA202000506 and MLA202000507 Draft HRA.pdf:23: movement Little tern, (Breeding) construction of the new quay and during pile driving) are within the
MLA202000506 and MLA202000507 Draft HRA.pdf:24: • Sanderling ten minutes of impact pile driving per day
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:16:assumed that any material stockpiled or stored on the site would need to be removed in advance of works
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:16:The piles supporting the concrete jetties and the wharf, as well as the pipework feeding the pumping station
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:16:piles would be extracted using vibration techniques. It is anticipated that such works would be undertaking
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:16:The proposed scheme requires the construction of a new solid piled quay structure with approximate
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:18: TIE RODS HEAVY LIFT PLATFORM 150m LENGTH BY ANCHOR WALL PILES
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:18: 30m WIDTH. PILES ON 3.482m BY 3m GRID AT 3.482m CENTRES
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:18: TIE RODS HEAVY LIFT PLATFORM 150m LENGTH BY ANCHOR WALL PILES
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:18: 30m WIDTH. PILES ON 3.482m BY 3m GRID AT 3.482m CENTRES
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:19: PILE PLUG
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:19: PILE PLUG
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:19: ANCHOR PILE (S355) WALL WIT
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:19: -9.000 m ANCHOR PILE TOE LEVEL
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:19: EXISTING GROUND PROFILE SUPPORTED OFF PILES ON
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:19: PILE PLUG
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:19: ANCHOR PILE S355 SHE
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:19: -9.000 m ANCHOR PILE TOE LEVEL
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:19: CONCRETE PILE
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:20:The assessed form of construction for the quay wall is a combi-wall comprising steel tubular king piles with
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:20:steel sheet pile infills, as shown on Drawing PC1084-RHD-SB-DN-DR-C-1384. As noted above, an anchor
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:20:structure (typically a steel sheet pile wall/combi-wall or discrete anchor structures such as tubular steel piles)
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:20:The quay would be constructed at a level of approximately 8.64m chart datum (CD). King piles for the
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:20:the underlying Mercia mudstone. Up to 400 piles are envisaged for the combi-piled wall. The form of
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:20:piles or tubular piles; if a steel sheet piled wall is progressed, up to 1,250m of sheet piles would be required.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:20:Alternatively, up to 400 tubular piles of up 1,500mm in diameter would be used.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:20:slabs supported on approximately 500 vertical bored cast in-situ piles to support each of the heavy lift areas
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:20:(i.e. up to 1000 piles for the heavy lift areas). Each heavy lift area would be approximately 150m x 30m in
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:20:load from an applied surcharge and carry this on a piled platform. Should a retaining platform be utilised,
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:20:the diameter of the anchor wall piles would reduce, and the thickness of the combi-wall and the anchor wall
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:20:concrete piles approximately 800mm in diameter. The assessed pile requirements are summarised in Table
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:20:All piles would be installed through soils on land; no piling is proposed in the river channel. It has been
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:21: Feature Type of pile Maximum pile diameter Maximum number of piles
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:21: King piles – installed using
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:21: Tubular steel piles / sheet
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:21: piles
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:21: Heavy load platform Bored concrete piles 800mm 1,000
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:21: Relieving platform Bored concrete piles 800mm 1,200
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:21: Total number of piles 3,000
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:21:likely to berth in Tees Dock or at a suitable berth along the river channel. The piles and tie rods would then
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:26: DRIVE KING PILES TO +0.00mCD
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:26: PILE TOP LEVEL
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:26: INSTALL INFILL PILES FOR MAIN WALL
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:26: TO INSTALL STEEL PILE SPIGOT. CLAY CLAY
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:26: INSTALL BORED CONCRETE PILES
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:26: WALL PILES
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:26: WALL PILE PLUG EXCAVATION IN FRONT OF
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:26: INSTALL PILE PLUG QUAY WALL TO FINAL LEVEL
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:32: • Combi piled wall.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:32:A piled suspended deck structure would be technically feasible, however this option would require more
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:32:extensive excavation on land (approximately 370,000m3 more compared to the combi-piled wall) and piling
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:32:within the river channel. More extensive excavation on land compared to the solid piled wall options would
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:32:invertebrates and marine mammals; such impacts would not arise from the solid piled wall options. The
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:32:measures into the design; a solid piled wall has potential to incorporate a range of enhancement measures
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:32:such as ‘verti-pools’. The suspended deck also offers reduced future flexibility compared to the combi-piled
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:32:Whilst a seacant wall remains a feasible solution, the anchored combi-piled retaining wall has been selected
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:32:combi-piled wall from a technical perspective.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:42:reasonably be required to compile, including:
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:49:has been compiled by Royal HaskoningDHV, a company which is a corporate member of the Institute of
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:90:thrusters of the vessels as well as the pile removal activities themselves will result in some disturbance to
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:167:introduced through the installation of sheet piles and other Infrastructure required for the proposed scheme.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:174: to 3,000 piles on land to construct the quay. scheme footprint. The works may result in the
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:174: to 3,000 piles on land to construct the quay.. intrusion into the geology.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:186:Approximately 3,000 piles will also be required to construct the quay.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:188:a piled quay wall along the river frontage is likely to reduce the connectivity of site soils with the River Tees.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:188:The creation of the piled wall along the river frontage has the potential to create different hydraulic flow
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:188:regimes along the piled wall to those that currently exists. This then creates the potential for contaminated
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:214:As mentioned in Section 3.5, the solid piled wall of the quay to be constructed also has the potential to
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:232:porpoise during playbacks of pile driving sounds (SPL of 154 dB re 1µPa) was 1.97m/s (7.1km/h) (Kastelein
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:245: Section 41 of the Act requires the Secretary of State (SoS) to compile a list of habitats and species of
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:299:Similarly, Cutts et al. (2009; 2013) compiled classifications for construction noise disturbance to wintering
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:325:Experience of piling in the Tees estuary suggests that impact pile driving is envisaged to take approximately
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:325:10 minutes per pile, with one pile driven per day at a rig and four rigs in use. As such, there could be up to
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:325:40 minutes of impact pile driving activity per day.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:326:Table 13.10 Summary of the qualitative effects on fish from impulsive pile driving sources (Popper et al.,
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:326:activities, vibration will be transferred from the pile and hammer and distributed into the substrate, and out
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:327:of time that impact pile driving could take per pile. A stationary animal calculation has been used. This is
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:327:noise emissions associated with the impact pile driving are expected over an approximate period of 40
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:358: • removal of the piles supporting the jetties and wharf and pipework feeding the pumping station;
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:359:anchors of the vessels and bow thrusters of the vessels, as well as the pile removal activities themselves,
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:373: • Installation of tubular king piles and spigots;
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:373: • Installation of infill sheet piles;
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:373: • Installation of heavy load area piles;
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:373: • Installation of pile plugs and cope beam;
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:374: piles and spigots RHDHV 140.0 LWAmax
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:374: piles RHDHV 140.0 LWAmax
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:374: king piles and spigots)
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:374: area piles
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:375: and pile plug and cope beam)
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:375: Installation of pile plugs and Excavator (shared with heavy 1 C5.18 30 108.1
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:392: • Cover, seed or fence stockpiles to prevent wind whipping.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:441:proposals from investors, including the manufacture of: gravity foundations; monopiles and transition pieces;
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:466: Piles Cement: Sand: 11,866 11,014 22,880 0.209
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:466: Platform pile Cement: Sand: 5,974 5,974 11,948 0.209
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:466: platform piles
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:468:in Table 22.5, there will be emissions associated with delivery of materials such as piles and rock for use in
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:491:projects relevant or potentially relevant to the CIA has been compiled and is provided in Section 27.4. This
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:515:Underwater noise from the proposed scheme is predicted to arise from both dredging and land-based pile
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:528: each pile removed.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:555: construction works, including impact pile driving.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:576:noise levels. Land-based impact pile driving noises that propagate through the water are expected to occur
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:577:e.g. pile driving). With the incorporation of the mitigation measures detailed in Section 12.5.4 (i.e.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:577:With the piling shrouding employed, the noise levels produced during construction (including during pile
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:577:rigs, with ten minutes of impact pile driving per day per rig), and there are suitable alternative, unaffected
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:582:the impulsive noises from impact pile driving). In the unlikely event that other projects coincide with the
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:588:Caltrans (2015). Technical Guidance for Assessment and Mitigation of the Hydroacoustic Effects of Pile
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:594:(Phocoena phocoena) During Playbacks of Offshore Pile Driving Sounds. Aquatic Mammals: 44(1):92-99.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:599:N. (2012). Framework for assessing the impacts of pile-driving noise from offshore wind farm construction
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:600:underwater sound produced during pile driving. Bioacoustics, 17, pp.289–297.
19Neurotoxicity of Polychlorinated Biphenyls and Related Organohalogens - nihms-1526851.pdf:29: 157. Richardson SD, Thruston AD Jr, Rav-Acha C, Groisman L, Popilevsky I, Juraev O, Glezer V,
MLA_2020_00506-MLA_2020_00506_2_RFI 19_Cefas Comments_MMO requested updates.pdf:1: 1. Please review table 1, provided to you in RFI 18. This table was compiled by Cefas to base their assessments upon. The MMO require
MLA_2020_00506-MLV2 Options Paper - Final.pdf:7:removal of material between the OSPAR line and the new pile wall on the South Bank Quay Phase 1
MLA_2020_00506-MLV2 Options Paper - Final.pdf:8: (MHWS) tide, between the OSPAR Line and the new pile wall line and bring this material to
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:233: compiled habitat information from across Europe into a single database, was also noted. The
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:240: SS_25 453 490.1 522 676.9 Mid tide/Steel pile
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:240: SS_26 453 490.1 522 676.9 High tide/Steel pile
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:340:19/11/2020 09:54:52 SS_25 SS - H41 - - - 453 490.1 522 676.9 - Mid – steel pile
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:340:19/11/2020 09:54:52 SS_26 SS - H41 - - - 453 490.1 522 676.9 - Upper – steel pile
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:448:conspicuous bird species. Nevertheless, it is considered that a robust dataset was compiled
MLA_2020_00506-MLV2 Options Paper - Final-61.pdf:7:removal of material between the OSPAR line and the new pile wall on the South Bank Quay Phase 1
MLA_2020_00506-MLV2 Options Paper - Final-61.pdf:8: (MHWS) tide, between the OSPAR Line and the new pile wall line and bring this material to
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:16:assumed that any material stockpiled or stored on the site would need to be removed in advance of works
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:16:The piles supporting the concrete jetties and the wharf, as well as the pipework feeding the pumping station
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:16:piles would be extracted using vibration techniques. It is anticipated that such works would be undertaking
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:16:The proposed scheme requires the construction of a new solid piled quay structure with approximate
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:18: TIE RODS HEAVY LIFT PLATFORM 150m LENGTH BY ANCHOR WALL PILES
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:18: 30m WIDTH. PILES ON 3.482m BY 3m GRID AT 3.482m CENTRES
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:18: TIE RODS HEAVY LIFT PLATFORM 150m LENGTH BY ANCHOR WALL PILES
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:18: 30m WIDTH. PILES ON 3.482m BY 3m GRID AT 3.482m CENTRES
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:19: PILE PLUG
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:19: PILE PLUG
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:19: ANCHOR PILE (S355) WALL WIT
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:19: -9.000 m ANCHOR PILE TOE LEVEL
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:19: EXISTING GROUND PROFILE SUPPORTED OFF PILES ON
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:19: PILE PLUG
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:19: ANCHOR PILE S355 SHE
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:19: -9.000 m ANCHOR PILE TOE LEVEL
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:19: CONCRETE PILE
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:20:The assessed form of construction for the quay wall is a combi-wall comprising steel tubular king piles with
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:20:steel sheet pile infills, as shown on Drawing PC1084-RHD-SB-DN-DR-C-1384. As noted above, an anchor
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:20:structure (typically a steel sheet pile wall/combi-wall or discrete anchor structures such as tubular steel piles)
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:20:The quay would be constructed at a level of approximately 8.64m chart datum (CD). King piles for the
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:20:the underlying Mercia mudstone. Up to 400 piles are envisaged for the combi-piled wall. The form of
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:20:piles or tubular piles; if a steel sheet piled wall is progressed, up to 1,250m of sheet piles would be required.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:20:Alternatively, up to 400 tubular piles of up 1,500mm in diameter would be used.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:20:slabs supported on approximately 500 vertical bored cast in-situ piles to support each of the heavy lift areas
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:20:(i.e. up to 1000 piles for the heavy lift areas). Each heavy lift area would be approximately 150m x 30m in
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:20:load from an applied surcharge and carry this on a piled platform. Should a retaining platform be utilised,
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:20:the diameter of the anchor wall piles would reduce, and the thickness of the combi-wall and the anchor wall
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:20:concrete piles approximately 800mm in diameter. The assessed pile requirements are summarised in Table
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:20:All piles would be installed through soils on land; no piling is proposed in the river channel. It has been
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:21: Feature Type of pile Maximum pile diameter Maximum number of piles
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:21: King piles – installed using
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:21: Tubular steel piles / sheet
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:21: piles
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:21: Heavy load platform Bored concrete piles 800mm 1,000
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:21: Relieving platform Bored concrete piles 800mm 1,200
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:21: Total number of piles 3,000
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:21:likely to berth in Tees Dock or at a suitable berth along the river channel. The piles and tie rods would then
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:26: DRIVE KING PILES TO +0.00mCD
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:26: PILE TOP LEVEL
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:26: INSTALL INFILL PILES FOR MAIN WALL
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:26: TO INSTALL STEEL PILE SPIGOT. CLAY CLAY
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:26: INSTALL BORED CONCRETE PILES
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:26: WALL PILES
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:26: WALL PILE PLUG EXCAVATION IN FRONT OF
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:26: INSTALL PILE PLUG QUAY WALL TO FINAL LEVEL
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:32: • Combi piled wall.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:32:A piled suspended deck structure would be technically feasible, however this option would require more
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:32:extensive excavation on land (approximately 370,000m3 more compared to the combi-piled wall) and piling
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:32:within the river channel. More extensive excavation on land compared to the solid piled wall options would
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:32:invertebrates and marine mammals; such impacts would not arise from the solid piled wall options. The
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:32:measures into the design; a solid piled wall has potential to incorporate a range of enhancement measures
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:32:such as ‘verti-pools’. The suspended deck also offers reduced future flexibility compared to the combi-piled
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:32:Whilst a seacant wall remains a feasible solution, the anchored combi-piled retaining wall has been selected
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:32:combi-piled wall from a technical perspective.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:42:reasonably be required to compile, including:
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:49:has been compiled by Royal HaskoningDHV, a company which is a corporate member of the Institute of
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:90:thrusters of the vessels as well as the pile removal activities themselves will result in some disturbance to
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:167:introduced through the installation of sheet piles and other Infrastructure required for the proposed scheme.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:174: to 3,000 piles on land to construct the quay. scheme footprint. The works may result in the
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:174: to 3,000 piles on land to construct the quay.. intrusion into the geology.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:186:Approximately 3,000 piles will also be required to construct the quay.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:188:a piled quay wall along the river frontage is likely to reduce the connectivity of site soils with the River Tees.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:188:The creation of the piled wall along the river frontage has the potential to create different hydraulic flow
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:188:regimes along the piled wall to those that currently exists. This then creates the potential for contaminated
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:214:As mentioned in Section 3.5, the solid piled wall of the quay to be constructed also has the potential to
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:232:porpoise during playbacks of pile driving sounds (SPL of 154 dB re 1µPa) was 1.97m/s (7.1km/h) (Kastelein
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:245: Section 41 of the Act requires the Secretary of State (SoS) to compile a list of habitats and species of
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:299:Similarly, Cutts et al. (2009; 2013) compiled classifications for construction noise disturbance to wintering
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:325:Experience of piling in the Tees estuary suggests that impact pile driving is envisaged to take approximately
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:325:10 minutes per pile, with one pile driven per day at a rig and four rigs in use. As such, there could be up to
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:325:40 minutes of impact pile driving activity per day.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:326:Table 13.10 Summary of the qualitative effects on fish from impulsive pile driving sources (Popper et al.,
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:326:activities, vibration will be transferred from the pile and hammer and distributed into the substrate, and out
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:327:of time that impact pile driving could take per pile. A stationary animal calculation has been used. This is
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:327:noise emissions associated with the impact pile driving are expected over an approximate period of 40
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:358: • removal of the piles supporting the jetties and wharf and pipework feeding the pumping station;
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:359:anchors of the vessels and bow thrusters of the vessels, as well as the pile removal activities themselves,
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:373: • Installation of tubular king piles and spigots;
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:373: • Installation of infill sheet piles;
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:373: • Installation of heavy load area piles;
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:373: • Installation of pile plugs and cope beam;
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:374: piles and spigots RHDHV 140.0 LWAmax
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:374: piles RHDHV 140.0 LWAmax
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:374: king piles and spigots)
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:374: area piles
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:375: and pile plug and cope beam)
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:375: Installation of pile plugs and Excavator (shared with heavy 1 C5.18 30 108.1
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:392: • Cover, seed or fence stockpiles to prevent wind whipping.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:441:proposals from investors, including the manufacture of: gravity foundations; monopiles and transition pieces;
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:466: Piles Cement: Sand: 11,866 11,014 22,880 0.209
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:466: Platform pile Cement: Sand: 5,974 5,974 11,948 0.209
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:466: platform piles
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:468:in Table 22.5, there will be emissions associated with delivery of materials such as piles and rock for use in
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:491:projects relevant or potentially relevant to the CIA has been compiled and is provided in Section 27.4. This
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:515:Underwater noise from the proposed scheme is predicted to arise from both dredging and land-based pile
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:528: each pile removed.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:555: construction works, including impact pile driving.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:576:noise levels. Land-based impact pile driving noises that propagate through the water are expected to occur
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:577:e.g. pile driving). With the incorporation of the mitigation measures detailed in Section 12.5.4 (i.e.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:577:With the piling shrouding employed, the noise levels produced during construction (including during pile
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:577:rigs, with ten minutes of impact pile driving per day per rig), and there are suitable alternative, unaffected
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:582:the impulsive noises from impact pile driving). In the unlikely event that other projects coincide with the
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:588:Caltrans (2015). Technical Guidance for Assessment and Mitigation of the Hydroacoustic Effects of Pile
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:594:(Phocoena phocoena) During Playbacks of Offshore Pile Driving Sounds. Aquatic Mammals: 44(1):92-99.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:599:N. (2012). Framework for assessing the impacts of pile-driving noise from offshore wind farm construction
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:600:underwater sound produced during pile driving. Bioacoustics, 17, pp.289–297.
MLA_2020_00506-Licence Document (Marine).pdf:8: and lifting them onto the land for disposal. Piles supporting
MLA_2020_00506-Licence Document (Marine).pdf:9: The piles supporting the concrete jetties and the wharf, as
MLA_2020_00506-Licence Document (Marine).pdf:9: The piles will be extracted using vibration techniques.
MLA_2020_00506-PC1084-RHD-SB-EN-NT-EV-1142-MLA.2020.00506.2 South Bank Quay MLV2 Appraisal of Environmental Effects.pdf:22:Please see our response below, which has been compiled following consultation with our
MLA_2020_00506-MLA202000506 and MLA202000507 Final HRA .pdf:2: • Construction of a new solid piled quay structure up to 30m wide and 1,230m in length (with an approximate 1,050m of
MLA_2020_00506-MLA202000506 and MLA202000507 Final HRA .pdf:23: movement Little tern, (Breeding) construction of the new quay and during pile driving) are within the
MLA_2020_00506-MLA202000506 and MLA202000507 Final HRA .pdf:24: • Sanderling ten minutes of impact pile driving per day
MLA_2020_00506-Sample plan response_MLA_2021_00506 & 507_Updated -39.pdf:1:and any attachments, which has been compiled following consultation with our
MLA_2020_00506-Licence Document (Marine)-45.pdf:8: and lifting them onto the land for disposal. Piles supporting
MLA_2020_00506-Licence Document (Marine)-45.pdf:9: The piles supporting the concrete jetties and the wharf, as
MLA_2020_00506-Licence Document (Marine)-45.pdf:9: The piles will be extracted using vibration techniques.
PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf:13: removal of the piles supporting the jetties and wharf and pipework feeding the pumping station;
PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf:15:In demonstrating adherence to industry good practice, the WSI has been compiled with regard to
PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf:20:The results of the survey will be compiled in an illustrated technical report which will also set out
PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf:23:archaeological data will be compiled in a format suitable for submission of Monument, Event and Source
PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf:27:The Site Champion will ensure that safeguarding has taken place and will compile a Preliminary Record
PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf:27:the archaeological contractor will compile a summary report for the discovery for distribution to stakeholders,
PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf:28:The initial record, including photographs, will be compiled and forwarded by the Site Champion to the
PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf:32: Archaeological • Compile and distribute summary reports and MIDAS Heritage compliant reports
PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf:33: Name of compiler (site champion):
MLA_2020_00506-APPLICATION-FORM.pdf:22:sections of the deck and lifting them onto the land for disposal. Piles supporting the
MLA_2020_00506-Licence Document (Marine)-58.pdf:8: and lifting them onto the land for disposal. Piles supporting
MLA_2020_00506-Licence Document (Marine)-58.pdf:9: The piles supporting the concrete jetties and the wharf, as
MLA_2020_00506-Licence Document (Marine)-58.pdf:9: The piles will be extracted using vibration techniques.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:5: • Construction of a new solid piled quay structure up to 30m wide and 1,230m in length (with an
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:7: TIE RODS HEAVY LIFT PLATFORM 150m LENGTH BY ANCHOR WALL PILES
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:7: 30m WIDTH. PILES ON 3.482m BY 3m GRID AT 3.482m CENTRES
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:7: TIE RODS HEAVY LIFT PLATFORM 150m LENGTH BY ANCHOR WALL PILES
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:7: 30m WIDTH. PILES ON 3.482m BY 3m GRID AT 3.482m CENTRES
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:14: Plant including conveyors and a warehouse building, there are also stockpiles of raw materials
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:15: • Removal of the piles supporting the jetties and the timber wharf using vibration techniques.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:15: construction is a combi-wall comprising up to 400 large diameter (2,500mm) tubular king piles with
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:15: steel sheet pile infills. A piled anchor-wall (up to 400 tubular steel piles or 1,250m of sheet piles)
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:15: connect the combi-wall to the anchor-wall. The piles would be drilled into the Mercia Mudstone.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:23:- Substation building to be crushed - 750m wharf with timber piles – likely to within pipework.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:23: Stockpiles of aggregate and slag (Tarmac
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:26:Effective stockpile management would be essential within the site. It would maximise the amount of material
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:53: combi-piled wall. constructed from piles.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:53: Construction • Piles to be installed from plant operating on • Piles to be installed from plant
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:53: land. operating on land, with piles to be
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:53: • Intention to drill piles to minimise use of mean high water spring tides).
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:58: levels expected, the number of piles and the installation method.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:79:has been compiled following our review of the proposed scope of environmental
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:85:estuary and offshore disposal of dredged material, construction of a combi-piled quay wall
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:238:and any attachments, which has been compiled following consultation with our
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:253: the removal of piles.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:253: is a combi-wall comprising up to 400 large diameter (2,500mm) tubular king piles with steel sheet
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:253: pile infills. A piled anchor-wall (up to 400 tubular steel piles or 1,250m of sheet piles) would be
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:253: combi-wall to the anchor-wall. The piles would be drilled into the Mercia Mudstone.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:256:earth stockpile which runs along the road, parallel to the River Tees. It is understood that the earth stockpile
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:256: occupied by storage facilities in addition to large stockpiles of material. Approximately 250m to the north east of
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:257:Teesport Concrete Plant including conveyors and a warehouse building; there are also stockpiles of raw
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:108: -T19 -T4 -T10 E-D-T7 -T2 Area of Mobile Tools and Stockpiles
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:121:This technical note reviews the risk of transmission of underwater noise into the river from a piled quay
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:123:in the worst case. It will require up to 1.3 km worth of piles at South Bank. All piles will be driven on
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:123:The driving activity is predicted to take a maximum of 10 minutes per pile, with one pile driven per day
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:123:be transmitted as underwater noise into the surrounding water to the adjacent River Tees. The piles to
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:124:The piling is proposed to be undertaken with a percussive technique. These piles will be installed on
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:124:the bank of the river with no part of the pile or machinery in contact with the water. The nearest point of
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:124:pile installation is approximately 20 m away from the River Tees. In order for the sound to be transmitted
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:124:The prediction of sound production and transmission from percussive pile driving is well studied and
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:124:at South Bank, vibration is transferred from the pile and hammer and distributed into the substrate, and
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:125:River Thames with percussive piling of tubular piles, similar to those to be installed for the proposed
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:125:combi-wall at South Bank, using a BSP CX-85 pile driving hammer. A summary of measurements is
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:125:given in Table 2-1. Due to number of piles monitored and measurements taken, an overall average at
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:125:underwater noise produced by percussive piling to install sheet piles on the beach at Hill Head, near
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:125:however the 9 m layer of made ground that the pile will be driven into at South Bank, rather than the
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:125:the impulse pile-driving procedure: Influencing factors on pile-driving noise and technical possibilities to comply
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:126:specific criteria for various stimuli. The following criteria are relevant for impulsive (percussive) pile
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:126: Table 3-1 Summary of the qualitative effects on fish from impulsive pile driving sources (Popper et al.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:126:sound produced during pile driving. Bioacoustics, 17, 289–297.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:126:8 Caltrans (2015). Technical guidance for assessment and mitigation of the hydroacoustics effects of pile driving
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:127:a worst case for the length of time that a pile could take to be driven.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:128:Based on a predicted noise level of 159 dB SELss at 150 m from a pile, this is approximately equivalent
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:145: Piles to Stockyard 5000t Coaster 6 6
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:150: wind farm Infrastructure, for example; monopiles and jackets and vessels
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:285:4.2.4 The proposed scheme requires the construction of a new solid piled quay structure. Although the
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:286: vessels likely to berth in Tees Dock or at a suitable berth along the river channel. The piles and
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:287:King piles and spigot piles 26 6.5 17,443 623 96 96 96 96 96 96 96
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:287:Sheet piles 24 6 1,733 62 10 10 10 10 10 10
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:287:Anchor piles 24 6 3,704 132 22 22 22 22 22 22
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:303: view across a relatively flat and open area of land will allow views to low level activity and stockpiled components on the
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:359:The high-level screening exercise compiled information on significant local flood risk from past and potential
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:384: vessels as well as the pile removal activities themselves will result in some disturbance to
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:385: The piles supporting the concrete jetties and the wharf, as well as the pipework feeding the
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:385: pumping station would all be removed. It is proposed that the piles would be extracted
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:386: pile.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:386:consider if: It disturbs sediment with contaminants temporary. Any sediment resuspension is unlikely to last more than a few hours per pile.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:233: compiled habitat information from across Europe into a single database, was also noted. The
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:240: SS_25 453 490.1 522 676.9 Mid tide/Steel pile
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:240: SS_26 453 490.1 522 676.9 High tide/Steel pile
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:340:19/11/2020 09:54:52 SS_25 SS - H41 - - - 453 490.1 522 676.9 - Mid – steel pile
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:340:19/11/2020 09:54:52 SS_26 SS - H41 - - - 453 490.1 522 676.9 - Upper – steel pile
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:448:conspicuous bird species. Nevertheless, it is considered that a robust dataset was compiled
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0004-A1-C02-South_Bank_General_Arrangement_Inner_Tidal_Channel.pdf:1: QUAY SHEET PILE RETAINING
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0004-A1-C02-South_Bank_General_Arrangement_Inner_Tidal_Channel.pdf:1: EXTENT OF QUAY PILE AND ANCHOR SYSTEM
R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0004-A1-C02-South_Bank_General_Arrangement_Inner_Tidal_Channel.pdf:1: EXTENT OF QUAY PILE
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:1:SeAH Monopile Facility, Teesport
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:2:SeAH Monopile Facility, Teesport
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:3:L05858-CLK-XX-XX-RP-GT-0005 SeAH Monopile Facility, Teesport 01/06/22
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:4: Site SeAH Monopile Facility, Teesport
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:4: Monopile manufacturing facility and associated ancillary buildings and Infrastructure.
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:4:L05858-CLK-XX-XX-RP-GT-0005 SeAH Monopile Facility, Teesport 01/06/22
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:5:L05858-CLK-XX-XX-RP-GT-0005 SeAH Monopile Facility, Teesport 01/06/22
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:6:The site is intended for development as a wind turbine monopile manufacturing facility with associated
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:6:development the main structures be founded upon piles. The main manufacturing building and ancillary
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:6:monopiles, prior to transport off-site. Landscaping will be located on the northern and eastern
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:6:L05858-CLK-XX-XX-RP-GT-0005 SeAH Monopile Facility, Teesport 01/06/22
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:7:L05858-CLK-XX-XX-RP-GT-0005 SeAH Monopile Facility, Teesport 01/06/22
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:8:underway. The works comprise the creation of a new piled quay wall and associated laydown area.
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:8:L05858-CLK-XX-XX-RP-GT-0005 SeAH Monopile Facility, Teesport 01/06/22
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:9:L05858-CLK-XX-XX-RP-GT-0005 SeAH Monopile Facility, Teesport 01/06/22
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:10:L05858-CLK-XX-XX-RP-GT-0005 SeAH Monopile Facility, Teesport 01/06/22
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:11:L05858-CLK-XX-XX-RP-GT-0005 SeAH Monopile Facility, Teesport 01/06/22
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:12:L05858-CLK-XX-XX-RP-GT-0005 SeAH Monopile Facility, Teesport 01/06/22
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:13:works such as deep service installation and pile installation.
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:13:L05858-CLK-XX-XX-RP-GT-0005 SeAH Monopile Facility, Teesport 01/06/22
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:14:4.2.2 Deep excavations/pile arisings
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:14:L05858-CLK-XX-XX-RP-GT-0005 SeAH Monopile Facility, Teesport 01/06/22
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:15:L05858-CLK-XX-XX-RP-GT-0005 SeAH Monopile Facility, Teesport 01/06/22
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:16:for geochemical analysis will need to be representative of the stockpile or soil source being investigated
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:16:Stockpile management must be implemented to ensure that all potentially contaminated soils
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:16:Any material generated from construction activities that is proposed for re-use shall be stockpiled
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:16:being imported to site, for example clean topsoil, or construction aggregates, shall likewise be stockpiled
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:16:separately. Stockpile management shall be undertaken in accordance with the following protocol.
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:16:L05858-CLK-XX-XX-RP-GT-0005 SeAH Monopile Facility, Teesport 01/06/22
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:17: • Separate stockpiles shall be created for each material type, whether site won materials or
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:17: • Stockpiles shall not be cross-contaminated, double handing shall be avoided and
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:17: stockpiles shall remain quarantined until ready for use.
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:17: reference numbers. In addition, the Site Manager shall record the status of each stockpile,
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:17:L05858-CLK-XX-XX-RP-GT-0005 SeAH Monopile Facility, Teesport 01/06/22
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:18:L05858-CLK-XX-XX-RP-GT-0005 SeAH Monopile Facility, Teesport 01/06/22
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:19:L05858-CLK-XX-XX-RP-GT-0005 SeAH Monopile Facility, Teesport 01/06/22
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:20: material present, the materials may be removed and temporarily stockpiled (on heavy
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:20:L05858-CLK-XX-XX-RP-GT-0005 SeAH Monopile Facility, Teesport 01/06/22
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:21:L05858-CLK-XX-XX-RP-GT-0005 SeAH Monopile Facility, Teesport 01/06/22
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:22:L05858-CLK-XX-XX-RP-GT-0005 SeAH Monopile Facility, Teesport 01/06/22
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:24:L05858-CLK-XX-XX-RP-GT-0005 SeAH Monopile Facility, Teesport 01/06/22
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:25:L05858-CLK-XX-XX-RP-GT-0005 SeAH Monopile Facility, Teesport 01/06/22
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:26:L05858-CLK-XX-XX-RP-GT-0005 SeAH Monopile Facility, Teesport 01/06/22
R-2022-0515-CD-COMPLIANCE DECISION NOTICE.pdf:2:of the outline application (Reserved Matters for first end user SeAH Monopile
R-2022-0515-CD-ApplicationFormRedacted.pdf:4: PHASE 3 - RESERVED MATTERS FOR FIRST END USER (SEAH MONOPILE MANUFACTURING FACILITY)
R-2022-0515-CD-COMPLIANCE OFFICER REPORT.pdf:4:application (Reserved Matters for first end user SeAH Monopile Manufacturing
R-2022-0515-CD-COMPLIANCE OFFICER REPORT.pdf:4:Monopile Manufacturing Facility).
R-2022-0515-CD-61586 Discharge Condition 17 09.06.22(1).pdf:1:Reserved Matters for first end user (SeAH Monopile Manufacturing Facility). Condition 17 states:
Environmental Statement, Chapter H Ground Conditions and Remediation Section 6 Mitigation.pdf:2: covered to minimise the potential for leachate and run off from the stockpile being
Environmental Statement, Chapter H Ground Conditions and Remediation Section 6 Mitigation.pdf:5: be geo-referenced, and all stockpile sample nomenclature would ensure individual
Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:4: stockpiles from which water
CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:50: historic industry processes and formed from sheet piles and
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:10:of the site surfacing. Stockpiles of granular materials understood to result from the steelmaking process
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:16:represent potential UXO risk. Should redevelopment require the installation of piled foundations or deep
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:17:therefore account for land raises, stockpiles and surface features.
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:19:It is not STDC’s intention to remove piles to depths below 2.5m bfl (7.5m AOD) or address the potential
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:20: Grid square of origin Excavation area or stockpile of origin
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:20: the backfill area, stockpile, or treatment area)
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:24:Where samples are required to be taken from stockpiles of materials, composite sampling from
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:24:stockpiles will be undertaken in order to collect a representative sample. Stockpiles will be subdivided
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:25:stockpiled for treatment. Stockpile and treatment areas will be required to be placed on impermeable
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:25: Where encountered, piled foundations shall be removed to a maximum extent of 2.5m bfl. A
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:27: One sample per 2,000m3 of stockpiled
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:27: One sample per 2,000m3 of stockpiled
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:28: One sample per 625m3 of stockpiled
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:28: One sample per 625m3 of stockpiled
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:30: Ex situ thermal remediation (smouldering combustion or thermopile); and,
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:30:removed to facilitate removal of structures it shall be separately stockpiled and covered to control
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:30:by maintaining mist sprays to keep the soils wet whilst handled and covered when stockpiled.
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:30:Soils which have been identified as containing asbestos (or suspected to) will be stockpiled separately
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:30:materials, they should be separated from other materials as far as practicable and stockpiled. Material
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:31:noted that these are depths from existing site levels and therefore account for land raises, stockpiles
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:33:material will be placed into stockpiles and subjected to testing and grading to ensure suitability as
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:34:sealing of stockpiles and vehicle wash facilities to prevent the transport of mud and debris from the site
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:40: Stockpiles no
R-2022-0231-FF-TW-SIZ-XX-JBAU-SB-00-DR-C-0004-A1-C03-South_Bank_General_Arrangement_Inter_Tidal_Channel.pdf:1: QUAY SHEET PILE RETAINING
R-2022-0231-FF-TW-SIZ-XX-JBAU-SB-00-DR-C-0004-A1-C03-South_Bank_General_Arrangement_Inter_Tidal_Channel.pdf:1: EXTENT OF QUAY PILE AND ANCHOR SYSTEM
R-2022-0231-FF-TW-SIZ-XX-JBAU-SB-00-DR-C-0004-A1-C03-South_Bank_General_Arrangement_Inter_Tidal_Channel.pdf:1: EXTENT OF QUAY PILE
R-2019-0629-CD-201931 Reptile Mitigation Strategy Rev A.pdf:3:on ACOs, without disturbing them. Using binoculars, any other open areas such as rocks, piles of
R-2022-0342-CD-COMPLIANCE DECISION NOTICE.pdf:2:Phase 3 of the outline application (Reserved Matters for first end user SeAH Monopile
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0003TN P01 Ground Gas.pdf:1:Project: SeAH Monopile Facility, Teesport Page 1 of 5
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0003TN P01 Ground Gas.pdf:1:The site is intended for development as an integrated wind turbine monopile manufacturing facility with
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0003TN P01 Ground Gas.pdf:2:Project: SeAH Monopile Facility, Teesport Page 2 of 5
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0003TN P01 Ground Gas.pdf:3:Project: SeAH Monopile Facility, Teesport Page 3 of 5
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0003TN P01 Ground Gas.pdf:4:Project: SeAH Monopile Facility, Teesport Page 4 of 5
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0003TN P01 Ground Gas.pdf:5: Project: SeAH Monopile Facility, Teesport Page 5 of 5
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:4: 5.2 Indicative Pile Designs ……………………………………………………………………………………………………… 28
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:5:Table 13 – Indicative Pile Design Assumptions ………………………………………………………………………………. 28
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:8:supported with a piled foundation solution.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:21:As part of the earthworks, all obstructions (other than existing piles) will be removed as part of the remedial
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:21:strategy. If encountered, relic piles will be broken down to 7.50m AOD and their location recorded. To date, on
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:22:also notes that while a potential pathway is presented by piled foundations, any lateral migration within the
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:33:landscaped areas. Through discussions with BGP, it is understood that the frame of the building is to be piled
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:34:5.2 Indicative Pile Designs
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:34:It is understood that a specialist piling contractor will be appointed to design and install piles to support the main
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:34:understanding of possible pile loadings and pile diameters.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:34:• Designs based on a single, isolated pile
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:34:It is considered likely that continuous flight auger (CFA) piles would be utilised for the scheme. Given potential
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:34:high loads and presence of bedrock, it is likely that the piles would be end bearing within the mudstone. For the
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:34:Table 13 – Indicative Pile Design Assumptions
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:34: Pile formed 3m into mudstone (at -11m AOD)
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:34:Preliminary calculations have shown for 450mm and 600mm diameter CFA piles end bearing at 22m bgl (-11m
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:34:regard to the design and performance of their piled foundations. This should also include pile load testing to
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:35:• Risks of expansion from slag materials (piles may require sleeves or additional reinforcement to resist
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:35:• Detailed design should take account of negative skin friction and pile group effects.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:35:large stockpiles of slag have been present on the surface of the site. These varied in size, height and coverage
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:35:however the largest stockpiles were up to 16m in height and over 100m in width. It is therefore likely that for
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:35:been derived from exploratory holes, in-situ tests and samples taken following the removal of these stockpiles
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:39: Stockpiled material,
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:40:(the costs to pile the suspended slab are likely to be very high). As such, the designers will need to ensure
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:40:mitigate the risks. The design of piles will also need to allow for heave (such as the use of sleeved piles,
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:42:6.4.1 Piles
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:42:It is understood that the frame of the proposed building will have a piled foundation solution and a specialist
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:42:piling contractor will design and install the piles.
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:42:Nevertheless, preliminary calculations have indicated 450mm or 600mm CFA piles end bearing within the
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:42:Mercia Mudstone at 22m depth (at least five times pile diameter into bedrock) could support column loads in
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:42:the region of 500kN and 700kN respectively. These calculations are based on a single isolated pile and have
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:42:It is understood that a specialist piling contractor will design and install the piles. The designs will need to
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:43:As such, if a piled suspended floor slab solution is not proposed, a ground bearing slab should be designed to
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:43:be suitably stiff and protect against possible differential movement. Piles should also be suitably designed to
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:78:plant, pig caster, reservoirs, coal stockpiles and a slag crushing plant. During the investigation works the site
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:78:creating/relocating various sized stockpiles in other areas. The land is generally relatively flat and includes a
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:78:Tarmac plant, a Hanson aggregate plant, various stock piles excavated material, hardstanding, local road
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:698:years large stockpiles of slag have been present on the surface of the site. These varied in size, height and
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:698:coverage however the largest stockpiles were up to 16m in height and over 100m in width. It is therefore likely
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:698:of these stockpiles and therefore any pre-consolidation effects and any subsequent elastic rebound due to
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:704:SBW KW1F01-07 SBW-SP006-S1 Stockpile Emplaced slag GE Building 1 l m vs 1.07 0.78 0.81 0.8 0.4 0.52 0.62
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:704:SBW KW1F01-07 SBW-SP006-S2 Stockpile Emplaced slag GE Building 1 m l vs 1.2 0.94 0.79 1.1 2.6 1.67 1.84
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:704:SBW KW1F01-07 SBW-SP006-S3 Stockpile Emplaced slag GE Building 1 m m vs 1.38 0.82 0.75 1.2 2.2 0.24 0.25
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:704:SBW KW1F01-07 SBW-SP006-S4 Stockpile Emplaced slag GE Building 1 m m - 1.55 1.02 0.83 0.6 2.7 0.3 0.37
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:704:SBW KW1F01-07 SBW-SP006-S5 Stockpile Emplaced slag GE Building 1 l s - 1.16 0.75 0.72 n/r n/r 0.18 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:704:SBW KW1F01-07 SBW-SP006-S6 Stockpile Emplaced slag GE Building 1 l m - 1 1.05 0.76 1.4 2 0.38 0.64
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:704:SBW KW1F35-54 SBW-SP009-S1 Stockpile Emplaced slag GE Building 1 L s - 1 0.54 0.84 n/r n/r 0.19 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:704:SBW KW1F35-54 SBW-SP009-S2 Stockpile Emplaced slag GE Building 1 L - -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:704:SBW KW1F35-54 SBW-SP009-S3 Stockpile Emplaced slag GE Building 1 L vs - 1.03 0.59 0.91 n/r n/r 0.07 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:704:SBW KW1F35-54 SBW-SP009-S4 Stockpile Emplaced slag GE Building 1 L s -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:704:SBW KW1F35-54 SBW-SP009-S5 Stockpile Emplaced slag GE Building 1 L s -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:704:SBW KW1G25-47 SBW-SP009-S6 Stockpile Emplaced slag GE Building 1 L s -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:704:SBW KW1G25-47 SBW-SP009-S7 Stockpile Emplaced slag GE Building 1 L m - 0.67 0.48 0.79 0.5 1.2 0.26 0.3
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:704:SBW KW1G25-47 SBW-SP009-S8 Stockpile Emplaced slag GE Building 1 L - -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:704:SBW KW1F35-54 SBW-SP010-S1 Stockpile Emplaced slag GE Building 1 l m - 0.38 0.36 0.65 2.1 2.3 0.49 0.65
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:704:SBW KW1F35-54 SBW-SP010-S10 Stockpile Emplaced slag GE Building 1 l m - 0.53 0.6 0.71 1.2 2.7 0.2 0.27
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:704:SBW KW1F35-54 SBW-SP010-S11 Stockpile Emplaced slag GE Building 1 l - -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:704:SBW KW1F35-54 SBW-SP010-S12 Stockpile Emplaced slag GE Building 1 L - -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:704:SBW KW1F35-54 SBW-SP010-S13 Stockpile Emplaced slag GE Building 1 L vs - 0.85 0.32 0.9 n/r n/r 0.1 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:704:SBW KW1F35-54 SBW-SP010-S14 Stockpile Emplaced slag GE Building 1 L s -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:704:SBW KW1F35-54 SBW-SP010-S15 Stockpile Emplaced slag GE Building 1 L vs - 1.2 0.32 0.98 n/r n/r 0.09 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:705: TRS Ref Location Depth (mAOD) Stockpile Fate
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:706: TRS Ref Location Depth (mAOD) Stockpile Fate
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707: TRS Ref Location Depth (mAOD) Stockpile Fate
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1F01-07 SBW-SP006-S1 Stockpile Area 1 l m vs 0.52 0.62
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1F01-07 SBW-SP006-S2 Stockpile Area 1 m l vs 1.67 1.84
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1F01-07 SBW-SP006-S3 Stockpile Area 1 m m vs 0.24 0.25
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1F01-07 SBW-SP006-S4 Stockpile Area 1 m m - 0.3 0.37
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1F01-07 SBW-SP006-S5 Stockpile Area 1 l s - 0.18 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1F01-07 SBW-SP006-S6 Stockpile Area 1 l m - 0.38 0.64
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1F94-103 SBW-SP007-S12 Stockpile Area 1 L vs - 0.11 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1F94-103 SBW-SP007-S13 Stockpile Area 1 L s s 0.17 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1F94-103 SBW-SP007-S14 Stockpile Area 1 L - - 0.06 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1F94-103 SBW-SP007-S15 Stockpile Area 1 L - - 0.01 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1F94-103 SBW-SP007-S16 Stockpile Area 1 L - - 0.04 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1F94-103 SBW-SP007-S18 Stockpile Area 1 m L - 1.64 1.87
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1F55 -71 SBW-SP007S-S10 Stockpile Area 1 L - - 0.08 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1F55 -71 SBW-SP007S-S11 Stockpile Area 1 m m - 0.38 0.55
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1F55 -71 SBW-SP007S-S6 Stockpile Area 1 m l - 1.11 1.61
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1F55 -71 SBW-SP007S-S7 Stockpile Area 1 L vs -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1F55 -71 SBW-SP007S-S8 Stockpile Area 1 l vs - 0.25 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1F55 -71 SBW-SP007S-S9 Stockpile Area 1 L s -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1F35-54 SBW-SP009-S1 Stockpile Area 1 L s - 0.19 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1F35-54 SBW-SP009-S2 Stockpile Area 1 L - -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1F35-54 SBW-SP009-S3 Stockpile Area 1 L vs - 0.07 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1F35-54 SBW-SP009-S4 Stockpile Area 1 L s -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1F35-54 SBW-SP009-S5 Stockpile Area 1 L s -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1G25-47 SBW-SP009-S6 Stockpile Area 1 L s -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1G25-47 SBW-SP009-S7 Stockpile Area 1 L m - 0.26 0.3
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1G25-47 SBW-SP009-S8 Stockpile Area 1 L - -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1F35-54 SBW-SP010-S1 Stockpile Area 1 / Area 2 l m - 0.49 0.65
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1F35-54 SBW-SP010-S10 Stockpile Area 1 / Area 2 l m - 0.2 0.27
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1F35-54 SBW-SP010-S11 Stockpile Area 1 / Area 2 l - -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1F35-54 SBW-SP010-S12 Stockpile Area 1 / Area 2 L - -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1F35-54 SBW-SP010-S13 Stockpile Area 1 / Area 2 L vs - 0.1 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1F35-54 SBW-SP010-S14 Stockpile Area 1 / Area 2 L s -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1F35-54 SBW-SP010-S15 Stockpile Area 1 / Area 2 L vs - 0.09 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1F35-54 SBW-SP010-S2 Stockpile Area 1 / Area 2 m m -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1F35-54 SBW-SP010-S3 Stockpile Area 1 / Area 2 m L -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1F35-54 SBW-SP010-S4 Stockpile Area 1 / Area 2 m l - 0.76 1.02
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1F35-54 SBW-SP010-S5 Stockpile Area 1 / Area 2 m l -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1F35-54 SBW-SP010-S6 Stockpile Area 1 / Area 2 m m s
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1F35-54 SBW-SP010-S7 Stockpile Area 1 / Area 2 m m - 0.39 0.42
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1F35-54 SBW-SP010-S8 Stockpile Area 1 / Area 2 m m -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1F35-54 SBW-SP010-S9 Stockpile Area 1 / Area 2 m l -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1G25-47 SBW-SP011-S1 Stockpile Area 1 / Area 2 L - -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1G48-56 SBW-SP011-S2 Stockpile Area 1 / Area 2 L - - 0.08 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1G48-56 SBW-SP011-S3 Stockpile Area 1 / Area 2 L - - 0.07 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1G25-47 SBW-SP011-S4 Stockpile Area 1 L s - 0.01 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1G25-47 SBW-SP014-S1 Stockpile Area 1 m - -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1G25-47 SBW-SP014-S10 Stockpile Area 1 L vs -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1G25-47 SBW-SP014-S11 Stockpile Area 1 L - -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1G25-47 SBW-SP014-S14 Stockpile Area 1 L - - 0.07 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:707:KW1G25-47 SBW-SP014-S15 Stockpile Area 1 l - -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: TRS Ref Location Depth (mAOD) Stockpile Fate
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: KW1G25-47 SBW-SP014-S2 Stockpile Area 1 L - - 0.11 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: KW1G25-47 SBW-SP014-S3 Stockpile Area 1 L vs -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: KW1G25-47 SBW-SP014-S4 Stockpile Area 1 L - -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: KW1G25-47 SBW-SP014-S5 Stockpile Area 1 L s -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: KW1G25-47 SBW-SP014-S6 Stockpile Area 1 L s - 0.15 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: KW1G25-47 SBW-SP014-S7 Stockpile Area 1 L s -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: KW1G25-47 SBW-SP016-S1 Stockpile Area 1 L m - 0.19 0.24
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: KW1J15-34 SBW-SP016-S10 Stockpile Area 1 l m - 0.64 0.68
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: 99438 - 850523/24 SBW-SP016-S12 Stockpile Area 1 75-80 5-10 - 1.1
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: KW1G25-47 SBW-SP016-S2 Stockpile Area 1 l m -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: KW1I75-84 SBW-SP016-S4 Stockpile Area 1 m l - 0.74 0.98
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: KW1I75-84 SBW-SP016-S6 Stockpile Area 1 l m - 0.28 0.42
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: KW1J15-34 SBW-SP016-S8 Stockpile Area 1 l l - 1.05 1.38
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: KW1G48-56 SBW-SP017-S1 Stockpile Area 1 L - 0.05 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: 99438 - 850515/16 SBW-SP017-S10 Stockpile Area 1 45-50 10-15 - 0.2
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: KW1J64-77 SBW-SP017-S11 Stockpile Area 1 l - - 0.06 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: 98751 - 843545 SBW-SP017-S11 Stockpile Area 1 85-90% 5-10% <1 0.1 0.1
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: KW1J64-77 SBW-SP017-S15 Stockpile Area 1 l - - 0.17 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: KW1G48-56 SBW-SP017-S2 Stockpile Area 1 L - - 0.04 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: KW1G48-56 SBW-SP017-S3 Stockpile Area 1 L - - 0.15 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: KW1I01-11 SBW-SP018.1-S1 Stockpile Area 2 l l - 1.09 1.38
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: KW1I01-11 SBW-SP018.2-S1 Stockpile Area 2 l - - 0.07 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: 99438 - 850525/26 SBW-SP018-S3 Stockpile Area 2 65-70 20-25 <1 0.2
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: 98751 - 843546 SBW-SP018-S4 Stockpile Area 2 90-95% <1 5-10% 0.9 1.1
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: KW1I55-74 SBW-SP018-S5 Stockpile Area 2 L - - 0.09 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: S99312 - 849034/33 SBW-SP018-S6 Stockpile Area 2 65 to 70 <1 5 to 10 0.4
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: S99312 - 849058 SBW-SP018-S7 Stockpile Area 2 75 to 80 5 to 10 <1 0.4
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: KW1I26-44 SBW-SP020-S1 Stockpile Area 2 m l - 0.06 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: 99816-854234/ SBW-SP020-S14 Stockpile Area 2 75-80 <1 <1
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: 99816- SBW-SP020-S15 Stockpile Area 2
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: S99312 - 849040/39 SBW-SP020-S16 Stockpile Area 2 55 to 60 15 to 20 10 to 15 0.6
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: S99312 - 849052 SBW-SP020-S17 Stockpile Area 2 35 to 40 45 to 50 5 to 10 0.4
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: KW1I26-44 SBW-SP020-S2 Stockpile Area 2 l l - 0.89 1.24
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: 98751 - 843544 SBW-SP020-S20 Stockpile Area 2 80-85% 1-5% <1 0.7 1.2
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: KW1I26-44 SBW-SP020-S3 Stockpile Area 2 l l - 0.80 0.98
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: KW2A27-32 SBW-SP020-S36 Stockpile Area 2 l - - 0.15 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: KW1I26-44 SBW-SP020-S4 Stockpile Area 2 l m - 1.42 1.68
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: KW1I26-44 SBW-SP020-S5 Stockpile Area 2 l - - 0.71 0.72
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: KW1I26-44 SBW-SP020-S6 Stockpile Area 2 l - - 0.08 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: KW1I55-74 SBW-SP020-S7 Stockpile Area 2 L - - 0.01 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: KW1J15-34 SBW-SP023-S1 Stockpile Area 2 L - - 0.04 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: KW1J15-34 SBW-SP023-S2 Stockpile Area 2 l m - 0.4 0.51
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: S99312 - 849059/60 SBW-SP026-S1 Stockpile Area 2 75 to 80 1 to 5 <1 0
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: KW2B13-30 SBW-SP026-S10 Stockpile Area 2 L - -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: S99312 - 849054 SBW-SP026-S2 Stockpile Area 2 85 to 90 <1 1 to 5 0.3
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: 99438 - 858519/20 SBW-SP026-S3 Stockpile Area 2 85-90 1-5 5-10 0.3
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: 99438 - 850509/10 SBW-SP026-S4 Stockpile Area 2 75-80 - - 0.3
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: 99816-854232/ SBW-SP026-S5 Stockpile Area 2 >95 <1 -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: S99312 - 849036/35 SBW-SP027-S1 Stockpile Area 2 / Area 3 80 to 85 10 to 15 <1 0.3
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: S99312 - 849042 SBW-SP027-S2 Stockpile Area 2 / Area 3 30 to 35 1 to 5 15 to 20 0.3
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: 99438 - 850521/22 SBW-SP027-S3 Stockpile Area 2 / Area 3 80-85 <1 - 0.2
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: 99438 - 850531/32 SBW-SP027-S4 Stockpile Area 2 / Area 3 75-80 - - 0.2
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: 99438 - 850533/34 SBW-SP027-S5 Stockpile Area 2 / Area 3 75-80 1-5 - 0.5
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: KW2B13-30 SBW-SP027-S6 Stockpile Area 2 / Area 3 L - -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: KW2A27-32 SBW-SP027-S7 Stockpile Area 2 / Area 3 l m - 0.58 0.86
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: 99653 - 852578/79 SBW-SP029-S1 Stockpile Area 2 90-95 - - 1.5
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: 99653 - 852590/91 SBW-SP029-S2 Stockpile Area 2 80-85 5-10 - 0.6
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: KW2B13-30 SBW-SP029-S3 Stockpile Area 2 L - -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: 99312 - 849044 SBW-SP030-S1 Stockpile Area 1 90 to 95 1 to 5 <1 0.3
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: 99312 - 849046 SBW-SP030-S2 Stockpile Area 1 >95 1 to 5 <1 0.4
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: 99653 - 852562/63 SBW-SP030-S3 Stockpile Area 1 >99 - - 0.2
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: 99438 - 850527/28 SBW-SP030-S4 Stockpile Area 1 80-85 - - 0.3
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: 99438 - 850529/30 SBW-SP030-S5 Stockpile Area 1 >95 - - 0.2
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: 99438 - 850513/14 SBW-SP033P-S1 Stockpile Area 2 85-90 - - 0.3
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: 99438 - 850517/18 SBW-SP033P-S2 Stockpile Area 2 >95 1-5 - 1.2
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: KW2A27-32 SBW-SP033-S3 Stockpile Area 2 l s - 0.35 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: 99653 - 852582/83 SBW-SP034-S1 Stockpile Area 2 / Area 3 25-30 - - - 0.2
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: 99653 - 852574/75 SBW-SP034-S2 Stockpile Area 2 / Area 3 55-60 - - - 0.2
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:708: KW2A27-32 SBW-SP034-S4 Stockpile Area 2 / Area 3 l - - 0.03 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:709: TRS Ref Location Depth (mAOD) Stockpile Fate
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:710: TRS Ref Location Depth (mAOD) Stockpile Fate
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:711: TRS Ref Location Depth (mAOD) Stockpile Fate
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:711:KW1F01-07 SBW-SP006-S1 Stockpile Area 1 l m vs 0.52 0.62
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:711:KW1F01-07 SBW-SP006-S2 Stockpile Area 1 m l vs 1.67 1.84
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:711:KW1F01-07 SBW-SP006-S3 Stockpile Area 1 m m vs 0.24 0.25
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:711:KW1F01-07 SBW-SP006-S4 Stockpile Area 1 m m - 0.3 0.37
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:711:KW1F01-07 SBW-SP006-S5 Stockpile Area 1 l s - 0.18 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:711:KW1F01-07 SBW-SP006-S6 Stockpile Area 1 l m - 0.38 0.64
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:711:KW1F94-103 SBW-SP007-S12 Stockpile Area 1 L vs - 0.11 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:711:KW1F94-103 SBW-SP007-S13 Stockpile Area 1 L s s 0.17 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:711:KW1F94-103 SBW-SP007-S14 Stockpile Area 1 L - - 0.06 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:711:KW1F94-103 SBW-SP007-S15 Stockpile Area 1 L - - 0.01 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:711:KW1F94-103 SBW-SP007-S16 Stockpile Area 1 L - - 0.04 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:711:KW1F94-103 SBW-SP007-S18 Stockpile Area 1 m L - 1.64 1.87
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:711:KW1F55 -71 SBW-SP007S-S10 Stockpile Area 1 L - - 0.08 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:711:KW1F55 -71 SBW-SP007S-S11 Stockpile Area 1 m m - 0.38 0.55
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:711:KW1F55 -71 SBW-SP007S-S6 Stockpile Area 1 m l - 1.11 1.61
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:711:KW1F55 -71 SBW-SP007S-S7 Stockpile Area 1 L vs -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:711:KW1F55 -71 SBW-SP007S-S8 Stockpile Area 1 l vs - 0.25 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:711:KW1F55 -71 SBW-SP007S-S9 Stockpile Area 1 L s -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: TRS Ref Location Depth (mAOD) Stockpile Fate
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1F35-54 SBW-SP009-S1 Stockpile Area 1 L s - 0.19 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1F35-54 SBW-SP009-S2 Stockpile Area 1 L - -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1F35-54 SBW-SP009-S3 Stockpile Area 1 L vs - 0.07 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1F35-54 SBW-SP009-S4 Stockpile Area 1 L s -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1F35-54 SBW-SP009-S5 Stockpile Area 1 L s -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1G25-47 SBW-SP009-S6 Stockpile Area 1 L s -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1G25-47 SBW-SP009-S7 Stockpile Area 1 L m - 0.26 0.3
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1G25-47 SBW-SP009-S8 Stockpile Area 1 L - -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1F35-54 SBW-SP010-S1 Stockpile Area 1 / Area 2 l m - 0.49 0.65
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1F35-54 SBW-SP010-S10 Stockpile Area 1 / Area 2 l m - 0.2 0.27
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1F35-54 SBW-SP010-S11 Stockpile Area 1 / Area 2 l - -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1F35-54 SBW-SP010-S12 Stockpile Area 1 / Area 2 L - -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1F35-54 SBW-SP010-S13 Stockpile Area 1 / Area 2 L vs - 0.1 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1F35-54 SBW-SP010-S14 Stockpile Area 1 / Area 2 L s -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1F35-54 SBW-SP010-S15 Stockpile Area 1 / Area 2 L vs - 0.09 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1F35-54 SBW-SP010-S2 Stockpile Area 1 / Area 2 m m -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1F35-54 SBW-SP010-S3 Stockpile Area 1 / Area 2 m L -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1F35-54 SBW-SP010-S4 Stockpile Area 1 / Area 2 m l - 0.76 1.02
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1F35-54 SBW-SP010-S5 Stockpile Area 1 / Area 2 m l -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1F35-54 SBW-SP010-S6 Stockpile Area 1 / Area 2 m m s
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1F35-54 SBW-SP010-S7 Stockpile Area 1 / Area 2 m m - 0.39 0.42
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1F35-54 SBW-SP010-S8 Stockpile Area 1 / Area 2 m m -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1F35-54 SBW-SP010-S9 Stockpile Area 1 / Area 2 m l -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1G25-47 SBW-SP011-S1 Stockpile Area 1 / Area 2 L - -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1G48-56 SBW-SP011-S2 Stockpile Area 1 / Area 2 L - - 0.08 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1G48-56 SBW-SP011-S3 Stockpile Area 1 / Area 2 L - - 0.07 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1G25-47 SBW-SP011-S4 Stockpile Area 1 L s - 0.01 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1G25-47 SBW-SP014-S1 Stockpile Area 1 m - -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1G25-47 SBW-SP014-S10 Stockpile Area 1 L vs -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1G25-47 SBW-SP014-S11 Stockpile Area 1 L - -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1G25-47 SBW-SP014-S14 Stockpile Area 1 L - - 0.07 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1G25-47 SBW-SP014-S15 Stockpile Area 1 l - -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1G25-47 SBW-SP014-S2 Stockpile Area 1 L - - 0.11 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1G25-47 SBW-SP014-S3 Stockpile Area 1 L vs -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1G25-47 SBW-SP014-S4 Stockpile Area 1 L - -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1G25-47 SBW-SP014-S5 Stockpile Area 1 L s -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1G25-47 SBW-SP014-S6 Stockpile Area 1 L s - 0.15 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1G25-47 SBW-SP014-S7 Stockpile Area 1 L s -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1G25-47 SBW-SP016-S1 Stockpile Area 1 L m - 0.19 0.24
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1J15-34 SBW-SP016-S10 Stockpile Area 1 l m - 0.64 0.68
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712:99438 - 850523/24 SBW-SP016-S12 Stockpile Area 1 75-80 5-10 - 1.1
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1G25-47 SBW-SP016-S2 Stockpile Area 1 l m -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1I75-84 SBW-SP016-S4 Stockpile Area 1 m l - 0.74 0.98
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1I75-84 SBW-SP016-S6 Stockpile Area 1 l m - 0.28 0.42
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1J15-34 SBW-SP016-S8 Stockpile Area 1 l l - 1.05 1.38
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1G48-56 SBW-SP017-S1 Stockpile Area 1 L - 0.05 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712:99438 - 850515/16 SBW-SP017-S10 Stockpile Area 1 45-50 10-15 - 0.2
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1J64-77 SBW-SP017-S11 Stockpile Area 1 l - - 0.06 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: 98751 - 843545 SBW-SP017-S11 Stockpile Area 1 85-90% 5-10% <1 0.1 0.1
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1J64-77 SBW-SP017-S15 Stockpile Area 1 l - - 0.17 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1G48-56 SBW-SP017-S2 Stockpile Area 1 L - - 0.04 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1G48-56 SBW-SP017-S3 Stockpile Area 1 L - - 0.15 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1I01-11 SBW-SP018.1-S1 Stockpile Area 2 l l - 1.09 1.38
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1I01-11 SBW-SP018.2-S1 Stockpile Area 2 l - - 0.07 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: 99438 - 850525/26 SBW-SP018-S3 Stockpile Area 2 65-70 20-25 <1 0.2
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: 98751 - 843546 SBW-SP018-S4 Stockpile Area 2 90-95% <1 5-10% 0.9 1.1
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1I55-74 SBW-SP018-S5 Stockpile Area 2 L - - 0.09 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712:S99312 - 849034/33 SBW-SP018-S6 Stockpile Area 2 65 to 70 <1 5 to 10 0.4
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: S99312 - 849058 SBW-SP018-S7 Stockpile Area 2 75 to 80 5 to 10 <1 0.4
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1I26-44 SBW-SP020-S1 Stockpile Area 2 m l - 0.06 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: 99816-854234/ SBW-SP020-S14 Stockpile Area 2 75-80 <1 <1
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: 99816- SBW-SP020-S15 Stockpile Area 2
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712:S99312 - 849040/39 SBW-SP020-S16 Stockpile Area 2 55 to 60 15 to 20 10 to 15 0.6
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: S99312 - 849052 SBW-SP020-S17 Stockpile Area 2 35 to 40 45 to 50 5 to 10 0.4
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1I26-44 SBW-SP020-S2 Stockpile Area 2 l l - 0.89 1.24
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: 98751 - 843544 SBW-SP020-S20 Stockpile Area 2 80-85% 1-5% <1 0.7 1.2
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1I26-44 SBW-SP020-S3 Stockpile Area 2 l l - 0.80 0.98
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW2A27-32 SBW-SP020-S36 Stockpile Area 2 l - - 0.15 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1I26-44 SBW-SP020-S4 Stockpile Area 2 l m - 1.42 1.68
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1I26-44 SBW-SP020-S5 Stockpile Area 2 l - - 0.71 0.72
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1I26-44 SBW-SP020-S6 Stockpile Area 2 l - - 0.08 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1I55-74 SBW-SP020-S7 Stockpile Area 2 L - - 0.01 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1J15-34 SBW-SP023-S1 Stockpile Area 2 L - - 0.04 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW1J15-34 SBW-SP023-S2 Stockpile Area 2 l m - 0.4 0.51
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712:S99312 - 849059/60 SBW-SP026-S1 Stockpile Area 2 75 to 80 1 to 5 <1 0
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: KW2B13-30 SBW-SP026-S10 Stockpile Area 2 L - -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:712: S99312 - 849054 SBW-SP026-S2 Stockpile Area 2 85 to 90 <1 1 to 5 0.3
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:713: TRS Ref Location Depth (mAOD) Stockpile Fate
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:713: 99438 - 858519/20 SBW-SP026-S3 Stockpile Area 2 85-90 1-5 5-10 0.3
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:713:99438 - 850509/10 SBW-SP026-S4 Stockpile Area 2 75-80 - - 0.3
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:713: 99816-854232/ SBW-SP026-S5 Stockpile Area 2 >95 <1 -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:713:S99312 - 849036/35 SBW-SP027-S1 Stockpile Area 2 / Area 3 80 to 85 10 to 15 <1 0.3
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:713: S99312 - 849042 SBW-SP027-S2 Stockpile Area 2 / Area 3 30 to 35 1 to 5 15 to 20 0.3
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:713:99438 - 850521/22 SBW-SP027-S3 Stockpile Area 2 / Area 3 80-85 <1 - 0.2
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:713:99438 - 850531/32 SBW-SP027-S4 Stockpile Area 2 / Area 3 75-80 - - 0.2
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:713:99438 - 850533/34 SBW-SP027-S5 Stockpile Area 2 / Area 3 75-80 1-5 - 0.5
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:713: KW2B13-30 SBW-SP027-S6 Stockpile Area 2 / Area 3 L - -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:713: KW2A27-32 SBW-SP027-S7 Stockpile Area 2 / Area 3 l m - 0.58 0.86
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:713: 99653 - 852578/79 SBW-SP029-S1 Stockpile Area 2 90-95 - - 1.5
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:713:99653 - 852590/91 SBW-SP029-S2 Stockpile Area 2 80-85 5-10 - 0.6
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:713: KW2B13-30 SBW-SP029-S3 Stockpile Area 2 L - -
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:713: 99312 - 849044 SBW-SP030-S1 Stockpile Area 1 90 to 95 1 to 5 <1 0.3
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:713: 99312 - 849046 SBW-SP030-S2 Stockpile Area 1 >95 1 to 5 <1 0.4
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:713:99653 - 852562/63 SBW-SP030-S3 Stockpile Area 1 >99 - - 0.2
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:713:99438 - 850527/28 SBW-SP030-S4 Stockpile Area 1 80-85 - - 0.3
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:713:99438 - 850529/30 SBW-SP030-S5 Stockpile Area 1 >95 - - 0.2
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:713: 99438 - 850513/14 SBW-SP033P-S1 Stockpile Area 2 85-90 - - 0.3
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:713:99438 - 850517/18 SBW-SP033P-S2 Stockpile Area 2 >95 1-5 - 1.2
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:713: KW2A27-32 SBW-SP033-S3 Stockpile Area 2 l s - 0.35 n/r
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:713: 99653 - 852582/83 SBW-SP034-S1 Stockpile Area 2 / Area 3 25-30 - - - 0.2
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:713:99653 - 852574/75 SBW-SP034-S2 Stockpile Area 2 / Area 3 55-60 - - - 0.2
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:713: KW2A27-32 SBW-SP034-S4 Stockpile Area 2 / Area 3 l - - 0.03 n/r
R-2022-0342-CD-COMPLIANCE OFFICER REPORT.pdf:5: application (Reserved Matters for first end user SeAH Monopile Manufacturing
R-2022-0342-CD-COMPLIANCE OFFICER REPORT.pdf:6:SeAH Monopile Manufacturing Facility).
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:1:SeAH Monopile Facility, Teesport
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:2:SeAH Monopile Facility, Teesport
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:3:L05858-CLK-XX-XX-RP-GT-0002 SeAH Monopile Facility, Teesport
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:4:The site is intended for development as a wind turbine monopile manufacturing facility with associated
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:4:main structure be founded upon piles.
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:4:L05858-CLK-XX-XX-RP-GT-0002 SeAH Monopile Facility, Teesport page 1 of 9
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:5:L05858-CLK-XX-XX-RP-GT-0002 SeAH Monopile Facility, Teesport page 2 of 9
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:6:L05858-CLK-XX-XX-RP-GT-0002 SeAH Monopile Facility, Teesport page 3 of 9
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:7:L05858-CLK-XX-XX-RP-GT-0002 SeAH Monopile Facility, Teesport page 4 of 9
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:8:L05858-CLK-XX-XX-RP-GT-0002 SeAH Monopile Facility, Teesport page 5 of 9
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:9:L05858-CLK-XX-XX-RP-GT-0002 SeAH Monopile Facility, Teesport page 6 of 9
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:10:The proposed development comprises an integrated monopile manufacturing facility. The facility will
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:10:risk of unacceptable settlement during construction and subsequent operation of the facility, a piled
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:10:pile foundation is not practicable. In addition the magnitude of the foundation loads or such that pile
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:10:diameters varying from 450mm to 900mm or greater will be required. Given this, a bored pile solution
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:10:L05858-CLK-XX-XX-RP-GT-0002 SeAH Monopile Facility, Teesport page 7 of 9
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:11:L05858-CLK-XX-XX-RP-GT-0002 SeAH Monopile Facility, Teesport page 8 of 9
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:12: Bored piles will
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:12: pile shaft single unit, with NAPL
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:12:L05858-CLK-XX-XX-RP-GT-0002 SeAH Monopile Facility, Teesport page 9 of 9
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:13:L05858-CLK-XX-XX-RP-GT-0002 SeAH Monopile Facility, Teesport
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:14:L05858-CLK-XX-XX-RP-GT-0002 SeAH Monopile Facility, Teesport
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:15: De Monopile Storage 16no
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:15: Monopile Manufacturing Facility
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:16:L05858-CLK-XX-XX-RP-GT-0002 SeAH Monopile Facility, Teesport
R-2022-0342-CD-61586 Conditions 21 and 25 Covering Letter 07-04-22(1).pdf:1:The site is intended for development as a wind turbine monopile manufacturing facility with associated
R-2022-0342-CD-61586 Conditions 21 and 25 Covering Letter 07-04-22(1).pdf:2:be founded upon piles.
R-2022-0342-CD-61586 Conditions 21 and 25 Covering Letter 07-04-22(1).pdf:2:Grounds Gas Risk Assessment for the site of the proposed SeAH wind turbine monopile manufacturing
R-2022-0342-CD-ApplicationFormRedacted.pdf:4: PHASE 3 - RESERVED MATTERS FOR FIRST END USER (SEAH MONOPILE MANUFACTURING FACILITY)
R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf:16: (e.g. hammering of metal piles) can cause disturbances to birds.
R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf:71: Notes for compilers:
R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf:71: Information Sheet on Ramsar Wetlands. Compilers are strongly advised to read this guidance before filling in the
R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf:71:3. Once completed, the RIS (and accompanying map(s)) should be submitted to the Ramsar Secretariat. Compilers
R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf:71:1. Name and address of the compiler of this form: FOR OFFICE USE ONLY.
R-2023-0246-RMM-TV_ERF_Preliminary_Ecological_Appraisal.pdf:8: In addition to general habitat classification, a list was compiled of observed plant species (using the
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:13: which would be piled into the underlying ground. The ground conditions at the
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:16: their bases will sit on piles to distribute the load into the underlying ground.
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:55: groundwater such as piles, for example, by the provision of granular
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:107: Minimising the amount of exposed ground and soil stockpiles from which water This commitment is still applicable and will be
R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:6: • Piled foundations (details currently unavailable);
R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:16: facility. augured piles) be undertaken this could
R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:18: iv. Completion of a Foundation Works Risk Assessment (FWRA), if deep or piled foundations are
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:12:5.5.1 Temporary mounds will be formed to stockpile as dug material prior to it being processed.
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:12: Processed materials will be stockpiled in mounds of approximately 5000m3, these will be
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:12: be stockpiled on a concrete hardstanding for treatment if needed.
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:14: managed through keeping excavations open to a minimum and encapsulation of stockpiles to
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:16: content. Stockpiles will be monitored daily and if dry, will be damped down to prevent
R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:110:Common toad are known to over winter in woodlands, rough grassland, log piles
R-2022-0354-CD-Archaeological Recording WSI.pdf:7: will be compiled and fully checked during the course of the recording work.
R-2020-0302-PND-South Bank Wharf Minor Buildings Demolition V1.0.pdf:8:be stockpiled into manageable sections for the secondary machine to load into transport and
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:1: Steel House, Park and Ride, Relocation of stockpile mounds
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:1:of stockpiled mounds Date of Issue: 24 Aug 22
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:2:of stockpiled mounds Date of Issue: 24 Aug 22
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:3:Park and Ride, Relocation of stockpile mounds.
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:3: of stockpiled mounds Date of Issue: 24 Aug 22
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:4: • Excavate existing stockpiles and haul along the existing tarmac road, across the temporary
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:4: of stockpiled mounds Date of Issue: 24 Aug 22
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:5: of stockpiled mounds Date of Issue: 24 Aug 22
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:6: of stockpiled mounds Date of Issue: 24 Aug 22
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:7: of stockpiled mounds Date of Issue: 24 Aug 22
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:8:of stockpiled mounds Date of Issue: 24 Aug 22
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:9: of stockpiled mounds Date of Issue: 24 Aug 22
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:10: of stockpiled mounds Date of Issue: 24 Aug 22
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:11: of stockpiled mounds Date of Issue: 24 Aug 22
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:12: of stockpiled mounds Date of Issue: 24 Aug 22
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:13: of stockpiled mounds Date of Issue: 24 Aug 22
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:14: of stockpiled mounds Date of Issue: 24 Aug 22
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:15: of stockpiled mounds Date of Issue: 24 Aug 22
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:16:they are not left open for extended periods during excavation and that stockpiles containing the
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:16: of stockpiled mounds Date of Issue: 24 Aug 22
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:17: of stockpiled mounds Date of Issue: 24 Aug 22
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:18: • Consideration of stockpile / material locations with regard to the surface water features.
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:18: of stockpiled mounds Date of Issue: 24 Aug 22
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:19: of stockpiled mounds Date of Issue: 24 Aug 22
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:20: of stockpiled mounds Date of Issue: 24 Aug 22
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:21: of stockpiled mounds Date of Issue: 24 Aug 22
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:22: of stockpiled mounds Date of Issue: 24 Aug 22
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:23:Any stockpiled material awaiting disposal or as backfill material will be sealed, dampened down or
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:23: of stockpiled mounds Date of Issue: 24 Aug 22
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:24: of stockpiled mounds Date of Issue: 24 Aug 22
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:25: of stockpiled mounds Date of Issue: 24 Aug 22
R-2022-0779-CD-Sep 22 - CEMP - Steel House Park and Ride Relocation of stockpile mounds.pdf:26: of stockpiled mounds Date of Issue: 24 Aug 22
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_5. Approach to the EIA.pdf:1:reasonably be required to compile, including:
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_5. Approach to the EIA.pdf:8:has been compiled by Royal HaskoningDHV, a company which is a corporate member of the Institute of
R-2020-0685-ESM-Appendix 12_Representative viewpoint analysis tables.pdf:5: view across a relatively flat and open area of land will allow views to low level activity and stockpiled components on the
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf:12: • Installation of tubular king piles and spigots;
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf:12: • Installation of infill sheet piles;
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf:12: • Installation of heavy load area piles;
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf:12: • Installation of pile plugs and cope beam;
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf:13: piles and spigots RHDHV 140.0 LWAmax
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf:13: piles RHDHV 140.0 LWAmax
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf:13: king piles and spigots)
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf:13: area piles
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf:14: and pile plug and cope beam)
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf:14: Installation of pile plugs and Excavator (shared with heavy 1 C5.18 30 108.1
R-2020-0685-ESM-ApplicationFormRedacted.pdf:3: Description of proposed materials and finishes: Quay to be formed from steel tubular king piles with steel sheet pile infills.
R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:5: • Construction of a new solid piled quay structure up to 30m wide and 1,230m in length (with an
R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:7: TIE RODS HEAVY LIFT PLATFORM 150m LENGTH BY ANCHOR WALL PILES
R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:7: 30m WIDTH. PILES ON 3.482m BY 3m GRID AT 3.482m CENTRES
R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:7: TIE RODS HEAVY LIFT PLATFORM 150m LENGTH BY ANCHOR WALL PILES
R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:7: 30m WIDTH. PILES ON 3.482m BY 3m GRID AT 3.482m CENTRES
R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1384_P01 Quay Sections.pdf:1: PILE PLUG
R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1384_P01 Quay Sections.pdf:1: PILE PLUG
R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1384_P01 Quay Sections.pdf:1: ANCHOR PILE (S355) WALL WIT
R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1384_P01 Quay Sections.pdf:1: -9.000 m ANCHOR PILE TOE LEVEL
R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1384_P01 Quay Sections.pdf:1: EXISTING GROUND PROFILE SUPPORTED OFF PILES ON
R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1384_P01 Quay Sections.pdf:1: PILE PLUG
R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1384_P01 Quay Sections.pdf:1: ANCHOR PILE S355 SHE
R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1384_P01 Quay Sections.pdf:1: -9.000 m ANCHOR PILE TOE LEVEL
R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1384_P01 Quay Sections.pdf:1: CONCRETE PILE
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:3:This technical note reviews the risk of transmission of underwater noise into the river from a piled quay
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:5:in the worst case. It will require up to 1.3 km worth of piles at South Bank. All piles will be driven on
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:5:The driving activity is predicted to take a maximum of 10 minutes per pile, with one pile driven per day
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:5:be transmitted as underwater noise into the surrounding water to the adjacent River Tees. The piles to
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:6:The piling is proposed to be undertaken with a percussive technique. These piles will be installed on
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:6:the bank of the river with no part of the pile or machinery in contact with the water. The nearest point of
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:6:pile installation is approximately 20 m away from the River Tees. In order for the sound to be transmitted
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:6:The prediction of sound production and transmission from percussive pile driving is well studied and
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:6:at South Bank, vibration is transferred from the pile and hammer and distributed into the substrate, and
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:7:River Thames with percussive piling of tubular piles, similar to those to be installed for the proposed
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:7:combi-wall at South Bank, using a BSP CX-85 pile driving hammer. A summary of measurements is
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:7:given in Table 2-1. Due to number of piles monitored and measurements taken, an overall average at
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:7:underwater noise produced by percussive piling to install sheet piles on the beach at Hill Head, near
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:7:however the 9 m layer of made ground that the pile will be driven into at South Bank, rather than the
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:7:the impulse pile-driving procedure: Influencing factors on pile-driving noise and technical possibilities to comply
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:8:specific criteria for various stimuli. The following criteria are relevant for impulsive (percussive) pile
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:8: Table 3-1 Summary of the qualitative effects on fish from impulsive pile driving sources (Popper et al.
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:8:sound produced during pile driving. Bioacoustics, 17, 289–297.
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:8:8 Caltrans (2015). Technical guidance for assessment and mitigation of the hydroacoustics effects of pile driving
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:9:a worst case for the length of time that a pile could take to be driven.
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:10:Based on a predicted noise level of 159 dB SELss at 150 m from a pile, this is approximately equivalent
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_7. Marine sediment and water quality.pdf:26:introduced through the installation of sheet piles and other Infrastructure required for the proposed scheme.
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:7: each pile removed.
R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1383_P01 Quay Plan.pdf:1: TIE RODS HEAVY LIFT PLATFORM 150m LENGTH BY ANCHOR WALL PILES
R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1383_P01 Quay Plan.pdf:1: 30m WIDTH. PILES ON 3.482m BY 3m GRID AT 3.482m CENTRES
R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1383_P01 Quay Plan.pdf:1: TIE RODS HEAVY LIFT PLATFORM 150m LENGTH BY ANCHOR WALL PILES
R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1383_P01 Quay Plan.pdf:1: 30m WIDTH. PILES ON 3.482m BY 3m GRID AT 3.482m CENTRES
R-2020-0685-ESM-OFFICER REPORT.pdf:1:The new quay will be a solid piled quay structure up to 30m wide and 1,230m
R-2020-0685-ESM-OFFICER REPORT.pdf:24:berthing pocket and construction of the quay wall. Approximately 3,000 piles
R-2020-0685-ESM-OFFICER REPORT.pdf:25:minimising the potential for leaching of contaminants. The creation of the piled
R-2020-0685-ESM-OFFICER REPORT.pdf:59: removal of the piles supporting the jetties and wharf and pipework
R-2020-0685-ESM-OFFICER REPORT.pdf:63: Installation of tubular king piles and spigots;
R-2020-0685-ESM-OFFICER REPORT.pdf:63: Installation of infill sheet piles;
R-2020-0685-ESM-OFFICER REPORT.pdf:63: Installation of heavy load area piles;
R-2020-0685-ESM-OFFICER REPORT.pdf:63: Installation of pile plugs and cope beam;
R-2020-0685-ESM-OFFICER REPORT.pdf:63:All of the above assumptions have been compiled into tabular form within the
R-2020-0685-ESM-61586 Quay Design and Access Statement November 2020.PDF:5: into the riverbank). The new quay will be a solid piled quay structure up to 30m wide and
R-2020-0685-ESM-61586 Quay Design and Access Statement November 2020.PDF:6:4.3 The proposed scheme requires the construction of a new solid piled quay structure. The
R-2020-0685-ESM-61586 Quay Design and Access Statement November 2020.PDF:6: king piles with steel sheet pile infills. All piles would be installed through soils on land; no piling
R-2020-0685-ESM-61586 Quay Design and Access Statement November 2020.PDF:7: concrete ground slabs supported on approximately 500 vertical bored cast in-situ piles to
R-2020-0685-ESM-61586 Quay Design and Access Statement November 2020.PDF:7: support each of the heavy lift areas (i.e. up to 1000 piles for the heavy lift areas). Each heavy lift
R-2020-0685-ESM-61586 Quay Design and Access Statement November 2020.PDF:8: Amount – The new quay will be a solid piled quay structure up to 30m wide with 1,050m of
R-2020-0685-ESM-61586 Quay Design and Access Statement November 2020.PDF:8: Layout -Quay comprises combi-wall of steel tubular king piles with steel sheet pile infills,
R-2020-0685-ESM-EIA_Scoping_Response_EIA201900017_FINAL.pdf:6:The MMO supports the use of drill piles, as set out in the scoping letter, as opposed
R-2020-0685-ESM-EIA_Scoping_Response_EIA201900017_FINAL.pdf:12:number of piles and the installation method.
R-2020-0685-ESM-Appendix 6_Sediment sampling plan.pdf:1:and any attachments, which has been compiled following consultation with our
R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf:1: vessels as well as the pile removal activities themselves will result in some disturbance to
R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf:2: The piles supporting the concrete jetties and the wharf, as well as the pipework feeding the
R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf:2: pumping station would all be removed. It is proposed that the piles would be extracted
R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf:3: pile.
R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf:3:consider if: It disturbs sediment with contaminants temporary. Any sediment resuspension is unlikely to last more than a few hours per pile.
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:6: to 3,000 piles on land to construct the quay. scheme footprint. The works may result in the
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:6: to 3,000 piles on land to construct the quay.. intrusion into the geology.
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:18:Approximately 3,000 piles will also be required to construct the quay.
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:20:a piled quay wall along the river frontage is likely to reduce the connectivity of site soils with the River Tees.
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:20:The creation of the piled wall along the river frontage has the potential to create different hydraulic flow
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:20:regimes along the piled wall to those that currently exists. This then creates the potential for contaminated
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf:24:As mentioned in Section 3.5, the solid piled wall of the quay to be constructed also has the potential to
R-2020-0685-ESM-PN 685.pdf:1:• Demolition of the existing South Bank Wharf; • Installation of tubular king piles and
R-2020-0685-ESM-PN 685.pdf:1:spigots; • Installation of infill sheet piles; • Installation of anchor wall; • Installation of
R-2020-0685-ESM-PN 685.pdf:1:heavy load area piles; • Heavy load slab; • Filling and compaction; • Installation of
R-2020-0685-ESM-PN 685.pdf:1:pile plugs and cope beam; • Installation of quay furniture; • Lighting and ducts; •
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:13: Plant including conveyors and a warehouse building, there are also stockpiles of raw materials
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:14: • Removal of the piles supporting the jetties and the timber wharf using vibration techniques.
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:14: construction is a combi-wall comprising up to 400 large diameter (2,500mm) tubular king piles with
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:14: steel sheet pile infills. A piled anchor-wall (up to 400 tubular steel piles or 1,250m of sheet piles)
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:14: connect the combi-wall to the anchor-wall. The piles would be drilled into the Mercia Mudstone.
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:22:- Substation building to be crushed - 750m wharf with timber piles – likely to within pipework.
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:22: Stockpiles of aggregate and slag (Tarmac
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:25:Effective stockpile management would be essential within the site. It would maximise the amount of material
R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf:15: Piles to Stockyard 5000t Coaster 6 6
R-2020-0685-ESM-Appendix 9_Navigation Risk Assessment.pdf:20: wind farm Infrastructure, for example; monopiles and jackets and vessels
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf:40:thrusters of the vessels as well as the pile removal activities themselves will result in some disturbance to
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:17:The high-level screening exercise compiled information on significant local flood risk from past and potential
R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1388_P01 Construction Sequence.pdf:1: DRIVE KING PILES TO +0.00mCD
R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1388_P01 Construction Sequence.pdf:1: PILE TOP LEVEL
R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1388_P01 Construction Sequence.pdf:1: INSTALL INFILL PILES FOR MAIN WALL
R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1388_P01 Construction Sequence.pdf:1: TO INSTALL STEEL PILE SPIGOT. CLAY CLAY
R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1388_P01 Construction Sequence.pdf:1: INSTALL BORED CONCRETE PILES
R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1388_P01 Construction Sequence.pdf:1: WALL PILES
R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1388_P01 Construction Sequence.pdf:1: WALL PILE PLUG EXCAVATION IN FRONT OF
R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1388_P01 Construction Sequence.pdf:1: INSTALL PILE PLUG QUAY WALL TO FINAL LEVEL
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:30:Similarly, Cutts et al. (2009; 2013) compiled classifications for construction noise disturbance to wintering
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1112_Appendix 10_Transport Statement.pdf:19:4.2.4 The proposed scheme requires the construction of a new solid piled quay structure. Although the
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1112_Appendix 10_Transport Statement.pdf:20: vessels likely to berth in Tees Dock or at a suitable berth along the river channel. The piles and
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1112_Appendix 10_Transport Statement.pdf:21:King piles and spigot piles 26 6.5 17,443 623 96 96 96 96 96 96 96
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1112_Appendix 10_Transport Statement.pdf:21:Sheet piles 24 6 1,733 62 10 10 10 10 10 10
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1112_Appendix 10_Transport Statement.pdf:21:Anchor piles 24 6 3,704 132 22 22 22 22 22 22
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_11. Terrestrial ecology.pdf:2: Section 41 of the Act requires the Secretary of State (SoS) to compile a list of habitats and species of
R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf:10: into the riverbank). The new quay will be a solid piled quay structure up to 30m wide and
R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf:10:3.3 The proposed scheme requires the construction of a new solid piled quay structure. The
R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf:10: king piles with steel sheet pile infills. All piles would be installed through soils on land; no piling
R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf:11: concrete ground slabs supported on approximately 500 vertical bored cast in-situ piles to
R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf:11: support each of the heavy lift areas (i.e. up to 1000 piles for the heavy lift areas). Each heavy lift
R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf:12: with vessels likely to berth in Tees Dock or at a suitable berth along the river channel. The piles
R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf:22: monopiles and transition pieces; top sides; blades; nacelles; and gearing systems. Interest has
R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf:32: construction and operation of a new solid piled quay set back into the riverbank.
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_18. Air quality.pdf:15: • Cover, seed or fence stockpiles to prevent wind whipping.
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_10. Marine mammals.pdf:16:porpoise during playbacks of pile driving sounds (SPL of 154 dB re 1µPa) was 1.97m/s (7.1km/h) (Kastelein
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_21_Socio-economics.pdf:5:proposals from investors, including the manufacture of: gravity foundations; monopiles and transition pieces;
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:7: the removal of piles.
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:7: is a combi-wall comprising up to 400 large diameter (2,500mm) tubular king piles with steel sheet
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:7: pile infills. A piled anchor-wall (up to 400 tubular steel piles or 1,250m of sheet piles) would be
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:7: combi-wall to the anchor-wall. The piles would be drilled into the Mercia Mudstone.
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:10:earth stockpile which runs along the road, parallel to the River Tees. It is understood that the earth stockpile
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:10: occupied by storage facilities in addition to large stockpiles of material. Approximately 250m to the north east of
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:11:Teesport Concrete Plant including conveyors and a warehouse building; there are also stockpiles of raw
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:714: -T19 -T4 -T10 E-D-T7 -T2 Area of Mobile Tools and Stockpiles
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_30. References.pdf:1:Caltrans (2015). Technical Guidance for Assessment and Mitigation of the Hydroacoustic Effects of Pile
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_30. References.pdf:7:(Phocoena phocoena) During Playbacks of Offshore Pile Driving Sounds. Aquatic Mammals: 44(1):92-99.
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_30. References.pdf:12:N. (2012). Framework for assessing the impacts of pile-driving noise from offshore wind farm construction
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_30. References.pdf:13:underwater sound produced during pile driving. Bioacoustics, 17, pp.289–297.
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:2:assumed that any material stockpiled or stored on the site would need to be removed in advance of works
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:2:The piles supporting the concrete jetties and the wharf, as well as the pipework feeding the pumping station
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:2:piles would be extracted using vibration techniques. It is anticipated that such works would be undertaking
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:2:The proposed scheme requires the construction of a new solid piled quay structure with approximate
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:4: TIE RODS HEAVY LIFT PLATFORM 150m LENGTH BY ANCHOR WALL PILES
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:4: 30m WIDTH. PILES ON 3.482m BY 3m GRID AT 3.482m CENTRES
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:4: TIE RODS HEAVY LIFT PLATFORM 150m LENGTH BY ANCHOR WALL PILES
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:4: 30m WIDTH. PILES ON 3.482m BY 3m GRID AT 3.482m CENTRES
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:5: PILE PLUG
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:5: PILE PLUG
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:5: ANCHOR PILE (S355) WALL WIT
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:5: -9.000 m ANCHOR PILE TOE LEVEL
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:5: EXISTING GROUND PROFILE SUPPORTED OFF PILES ON
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:5: PILE PLUG
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:5: ANCHOR PILE S355 SHE
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:5: -9.000 m ANCHOR PILE TOE LEVEL
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:5: CONCRETE PILE
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:6:The assessed form of construction for the quay wall is a combi-wall comprising steel tubular king piles with
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:6:steel sheet pile infills, as shown on Drawing PC1084-RHD-SB-DN-DR-C-1384. As noted above, an anchor
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:6:structure (typically a steel sheet pile wall/combi-wall or discrete anchor structures such as tubular steel piles)
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:6:The quay would be constructed at a level of approximately 8.64m chart datum (CD). King piles for the
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:6:the underlying Mercia mudstone. Up to 400 piles are envisaged for the combi-piled wall. The form of
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:6:piles or tubular piles; if a steel sheet piled wall is progressed, up to 1,250m of sheet piles would be required.
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:6:Alternatively, up to 400 tubular piles of up 1,500mm in diameter would be used.
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:6:slabs supported on approximately 500 vertical bored cast in-situ piles to support each of the heavy lift areas
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:6:(i.e. up to 1000 piles for the heavy lift areas). Each heavy lift area would be approximately 150m x 30m in
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:6:load from an applied surcharge and carry this on a piled platform. Should a retaining platform be utilised,
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:6:the diameter of the anchor wall piles would reduce, and the thickness of the combi-wall and the anchor wall
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:6:concrete piles approximately 800mm in diameter. The assessed pile requirements are summarised in Table
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:6:All piles would be installed through soils on land; no piling is proposed in the river channel. It has been
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:7: Feature Type of pile Maximum pile diameter Maximum number of piles
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:7: King piles – installed using
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:7: Tubular steel piles / sheet
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:7: piles
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:7: Heavy load platform Bored concrete piles 800mm 1,000
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:7: Relieving platform Bored concrete piles 800mm 1,200
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:7: Total number of piles 3,000
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:7:likely to berth in Tees Dock or at a suitable berth along the river channel. The piles and tie rods would then
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:12: DRIVE KING PILES TO +0.00mCD
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:12: PILE TOP LEVEL
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:12: INSTALL INFILL PILES FOR MAIN WALL
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:12: TO INSTALL STEEL PILE SPIGOT. CLAY CLAY
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:12: INSTALL BORED CONCRETE PILES
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:12: WALL PILES
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:12: WALL PILE PLUG EXCAVATION IN FRONT OF
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:12: INSTALL PILE PLUG QUAY WALL TO FINAL LEVEL
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:18: • Combi piled wall.
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:18:A piled suspended deck structure would be technically feasible, however this option would require more
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:18:extensive excavation on land (approximately 370,000m3 more compared to the combi-piled wall) and piling
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:18:within the river channel. More extensive excavation on land compared to the solid piled wall options would
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:18:invertebrates and marine mammals; such impacts would not arise from the solid piled wall options. The
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:18:measures into the design; a solid piled wall has potential to incorporate a range of enhancement measures
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:18:such as ‘verti-pools’. The suspended deck also offers reduced future flexibility compared to the combi-piled
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:18:Whilst a seacant wall remains a feasible solution, the anchored combi-piled retaining wall has been selected
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:18:combi-piled wall from a technical perspective.
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf:2:projects relevant or potentially relevant to the CIA has been compiled and is provided in Section 27.4. This
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf:26:Underwater noise from the proposed scheme is predicted to arise from both dredging and land-based pile
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf:5: construction works, including impact pile driving.
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf:26:noise levels. Land-based impact pile driving noises that propagate through the water are expected to occur
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf:27:e.g. pile driving). With the incorporation of the mitigation measures detailed in Section 12.5.4 (i.e.
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf:27:With the piling shrouding employed, the noise levels produced during construction (including during pile
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf:27:rigs, with ten minutes of impact pile driving per day per rig), and there are suitable alternative, unaffected
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf:32:the impulsive noises from impact pile driving). In the unlikely event that other projects coincide with the
R-2020-0685-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:3: combi-piled wall. constructed from piles.
R-2020-0685-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:3: Construction • Piles to be installed from plant operating on • Piles to be installed from plant
R-2020-0685-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:3: land. operating on land, with piles to be
R-2020-0685-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:3: • Intention to drill piles to minimise use of mean high water spring tides).
R-2020-0685-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:8: levels expected, the number of piles and the installation method.
R-2020-0685-ESM-Appendix 3_Scoping consultation.pdf:6:has been compiled following our review of the proposed scope of environmental
R-2020-0685-ESM-Appendix 3_Scoping consultation.pdf:12:estuary and offshore disposal of dredged material, construction of a combi-piled quay wall
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_22. Climate change.pdf:7: Piles Cement: Sand: 11,866 11,014 22,880 0.209
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_22. Climate change.pdf:7: Platform pile Cement: Sand: 5,974 5,974 11,948 0.209
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_22. Climate change.pdf:7: platform piles
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_22. Climate change.pdf:9:in Table 22.5, there will be emissions associated with delivery of materials such as piles and rock for use in
R-2020-0685-ESM-RCBC scoping opinion.pdf:17:2. The cultural heritage chapter should be compiled in accordance with the standards and
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:19:Experience of piling in the Tees estuary suggests that impact pile driving is envisaged to take approximately
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:19:10 minutes per pile, with one pile driven per day at a rig and four rigs in use. As such, there could be up to
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:19:40 minutes of impact pile driving activity per day.
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:20:Table 13.10 Summary of the qualitative effects on fish from impulsive pile driving sources (Popper et al.,
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:20:activities, vibration will be transferred from the pile and hammer and distributed into the substrate, and out
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:21:of time that impact pile driving could take per pile. A stationary animal calculation has been used. This is
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:21:noise emissions associated with the impact pile driving are expected over an approximate period of 40
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf:20: • removal of the piles supporting the jetties and wharf and pipework feeding the pumping station;
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf:21:anchors of the vessels and bow thrusters of the vessels, as well as the pile removal activities themselves,
R-2020-0685-ESM-HIGHWAYS ENGLAND.pdf:10: • A solid piled quay structure up to 30m wide and 1,230m in length (with an approximate 1,050m of usable
R-2019-0427-FFM-Consultee response - Network Rail.pdf:2:adjacent areas and that stockpiles do not exceed planned heights.
R-2019-0427-FFM-Consultee response - Network Rail.pdf:3:It should be noted that because of the nature of the proposals we would not want to see materials piled against our
R-2019-0427-FFM-Consultee response - Network Rail.pdf:3:boundary. Items to be heaped on site should be kept away from the boundary an equal distance as the pile is high to
R-2019-0427-FFM-41825-WOOD-XX-XX-TN-WM-0001_S2_P01.3 Soil Stockpiling Outline and Regulatory Regime.PDF:3:stockpiled scrap metal and railway sleepers.
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:12:4.7 Mound 1A is detailed on the plan ‘Material Storage Stockpile 1A Details and Sections’ (drawing
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:13:4.10 Mound 1B is detailed on the plan ‘Material Storage Stockpile 1B Details & Sections’ (drawing
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:13:4.13 Mound 1C is detailed on the plan ‘Material Storage Stockpile 1C Details & Sections’ (drawing
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:13: located directly north of storage mound 1C as shown on the plan ‘Material Storage Stockpile 1C
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:13:4.18 The proposed mound is detailed on the plan ‘Metal Recovery Proposed Stockpile 2 Contours and
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:14: a single attenuation pond as shown on the plan ‘Metal Recovery Proposed Stockpile 2 Contours
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:14:4.22 Mound 3A is detailed on the plan ‘Material Storage Stockpile 3A Details and Sections’
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:14: ‘Material Storage Stockpile 3A Details and Sections’ (drawing number STDC-NEZ-WA-PLA-
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:14:4.26 Mound 3B is detailed on the plan ‘Material Storage Stockpile 3B Details & Sections’ (drawing
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:14: as shown on the plan ‘Material Storage Stockpile 3B Details & Sections’ (drawing number STDC-
R-2019-0427-FFM-STDC-NEZ-WA-PLA-0002 Warrenby CLE31 Existing cross sections.PDF:1: STOCKPILE 3A CROSS SECTIONS
R-2019-0427-FFM-STDC-NEZ-WA-PLA-0002 Warrenby CLE31 Existing cross sections.PDF:1: STOCKPILE 3B CROSS SECTIONS
R-2019-0427-FFM-STDC-NEZ-WA-PLA-0002 Warrenby CLE31 Existing cross sections.PDF:1: STOCKPILES 3A AND 3B
R-2019-0427-FFM-STDC-SIZ-MR-PLA-0001 Metals Recovery Existing Long Section.PDF:1: 10 Proposed stockpile locations
R-2019-0427-FFM-STDC-SIZ-GP-PLA-0001- Grangetown Prairie Existing Contours.PDF:1: Proposed stockpile locations
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:12:addition to large stockpiles of material. Land to the east and west of the former South Bank works is
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:26: Redcar: Replacement Cle3/8 ground is located in the southwest which is an area that formerly contained stockpiles of slag
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:53: facilities, material stock piles, chimneys, conveyors and tracks (North).
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:72: piles of dumped materials are also present adjacent to the western side of the hardstanding. Hardstanding
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:74: pump houses, meter houses, pipes, tanks, refuse piles, blast furnaces, water coolers, reservoirs, sluice,
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:95: Biopiles S S S S
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:99:Subject to viability and if piling is used in the final design it may be possible to re-use pile and foundation
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:105:include siting soil stockpiles and temporary storage tanks away from surface water drain entry points and
R-2019-0427-FFM-STDC-NEZ-WA-PLA-0003 Stock pile 3a details & sections.PDF:1: 2. Existing and stockpile levels
R-2019-0427-FFM-STDC-NEZ-WA-PLA-0003 Stock pile 3a details & sections.PDF:1: SETTLING PONDS, REFER TO REPORT NO. STOCK PILE 3A conjunction with the following
R-2019-0427-FFM-STDC-NEZ-WA-PLA-0003 Stock pile 3a details & sections.PDF:1: Proposed stockpile locations
R-2019-0427-FFM-STDC-NEZ-WA-PLA-0003 Stock pile 3a details & sections.PDF:1: PILE 3
R-2019-0427-FFM-STDC-NEZ-WA-PLA-0003 Stock pile 3a details & sections.PDF:1: Top of Stockpile mAOD
R-2019-0427-FFM-STDC-NEZ-WA-PLA-0003 Stock pile 3a details & sections.PDF:1: NO. 41825-WOOD-XX-XX-RP-OW-0001_S3_P01 FOR Top of Stockpile mAOD
R-2019-0427-FFM-STDC-NEZ-WA-PLA-0003 Stock pile 3a details & sections.PDF:1: Top of Stockpile mAOD STOCKPILE 3A
R-2019-0427-FFM-STDC-NEZ-WA-PLA-0003 Stock pile 3a details & sections.PDF:1: Top of Stockpile mAOD DETAILS & SECTIONS
R-2019-0427-FFM-STDC-NEZ-WA-PLA-0003 Stock pile 3a details & sections.PDF:1: STOCKPILE 3A - LONG SECTION Checked by: DE Date: MAY 19
R-2019-0427-FFM-STDC-NEZ-WA-PLA-0003 Stock pile 3a details & sections.PDF:1: SCALE: H 1:1000,V 1:500 STOCKPILE 3A CROSS SECTIONS Approved by:JMc Date: MAY 19
R-2019-0427-FFM-STDC-SIZ-GP-PLA-0004 Stockpile 1b.PDF:1: N STOCK PILE 1B 1. Do not scale from this drawing
R-2019-0427-FFM-STDC-SIZ-GP-PLA-0004 Stockpile 1b.PDF:1: GRANGETOWN PRAIRIE BELOW 2. Existing and stockpile levels
R-2019-0427-FFM-STDC-SIZ-GP-PLA-0004 Stockpile 1b.PDF:1: Proposed stockpile locations
R-2019-0427-FFM-STDC-SIZ-GP-PLA-0004 Stockpile 1b.PDF:1: Chainage m Top of Stockpile mAOD
R-2019-0427-FFM-STDC-SIZ-GP-PLA-0004 Stockpile 1b.PDF:1: Top of Stockpile mAOD
R-2019-0427-FFM-STDC-SIZ-GP-PLA-0004 Stockpile 1b.PDF:1: Top of Stockpile mAOD Project Title:
R-2019-0427-FFM-STDC-SIZ-GP-PLA-0004 Stockpile 1b.PDF:1: SCALE: H 1:1000,V 1:1000 STOCKPILE 1B CROSS SECTIONS MATERIAL STORAGE
R-2019-0427-FFM-STDC-SIZ-GP-PLA-0004 Stockpile 1b.PDF:1: DATUM: 5.000 SCALE: H 1:1000,V 1:1000 STOCKPILE 1B
R-2019-0427-FFM-STDC-SIZ-GP-PLA-0003 Stockpile 1a.PDF:1: STOCK PILESE1A
R-2019-0427-FFM-STDC-SIZ-GP-PLA-0003 Stockpile 1a.PDF:1: 2. Existing and stockpile levels
R-2019-0427-FFM-STDC-SIZ-GP-PLA-0003 Stockpile 1a.PDF:1: DITCHES WITH DISCHARGE TO STOCKPILE
R-2019-0427-FFM-STDC-SIZ-GP-PLA-0003 Stockpile 1a.PDF:1: E GS 1B DITCH, REFER TO REPORT NO. Proposed stockpile locations
R-2019-0427-FFM-STDC-SIZ-GP-PLA-0003 Stockpile 1a.PDF:1: Top of Stockpile mAOD
R-2019-0427-FFM-STDC-SIZ-GP-PLA-0003 Stockpile 1a.PDF:1: Top of Stockpile mAOD
R-2019-0427-FFM-STDC-SIZ-GP-PLA-0003 Stockpile 1a.PDF:1: Top of Stockpile mAOD Project Title:
R-2019-0427-FFM-STDC-SIZ-GP-PLA-0003 Stockpile 1a.PDF:1: STOCKPILE 1A CROSS SECTIONS STOCKPILE 1A
R-2019-0427-FFM-STDC-NEZ-WA-PLA-0001 Warrenby CLE31 Existing contours and long sections.PDF:1: STOCKPILE 3A - LONG SECTION Project Title:
R-2019-0427-FFM-STDC-NEZ-WA-PLA-0001 Warrenby CLE31 Existing contours and long sections.PDF:1: STOCKPILES 3A AND 3B
R-2019-0427-FFM-STDC-NEZ-WA-PLA-0001 Warrenby CLE31 Existing contours and long sections.PDF:1: STOCKPILE 3B - LONG SECTION
R-2019-0427-FFM-R 2019 0427 FFM 8 8 2019.pdf:3:permit. The stockpiles of soil are to be imported and be used for land remediation, and
R-2019-0427-FFM-2 Appendix D2 Geo Insight Report.PDF:35:(compiled for the national study entitled “Review of mining instability in Great Britain, 1990” PBA has also
R-2019-0427-FFM-STDC-NEZ-WA-PLA-0004 Stock pile 3b details & sections.PDF:1: NO. 41825-WOOD-XX-XX-RP-OW-0001_S3_P01 2. Existing and stockpile levels
R-2019-0427-FFM-STDC-NEZ-WA-PLA-0004 Stock pile 3b details & sections.PDF:1: STOCK PILE 3B conjunction with the following
R-2019-0427-FFM-STDC-NEZ-WA-PLA-0004 Stock pile 3b details & sections.PDF:1: K P ILE N Proposed stockpile locations
R-2019-0427-FFM-STDC-NEZ-WA-PLA-0004 Stock pile 3b details & sections.PDF:1: Top of Stockpile mAOD
R-2019-0427-FFM-STDC-NEZ-WA-PLA-0004 Stock pile 3b details & sections.PDF:1: Top of Stockpile mAOD
R-2019-0427-FFM-STDC-NEZ-WA-PLA-0004 Stock pile 3b details & sections.PDF:1: STOCKPILE 3B - LONG SECTION Rev. Date Description By Chk'd App'd
R-2019-0427-FFM-STDC-NEZ-WA-PLA-0004 Stock pile 3b details & sections.PDF:1: Chainage m STOCKPILE 3B
R-2019-0427-FFM-STDC-NEZ-WA-PLA-0004 Stock pile 3b details & sections.PDF:1: Top of Stockpile mAOD DETAILS & SECTIONS
R-2019-0427-FFM-STDC-NEZ-WA-PLA-0004 Stock pile 3b details & sections.PDF:1: STOCKPILE 3B CROSS SECTIONS Drawing Number: Revision:
R-2019-0427-FFM-STDC-NEZ-WA-PLA-0004 Stock pile 3b details & sections.PDF:1: Top of Stockpile mAOD SCALE: H 1:1000,V 1:500
R-2019-0427-FFM-STDC-SIZ-GP-PLA-0002 - Grangetown Prairie Cross Sections.PDF:1: Proposed stockpile locations
R-2019-0427-FFM-STDC-SIZ-GP-PLA-0005 Stockpile 1c.PDF:1: STOCK PILE 1C
R-2019-0427-FFM-STDC-SIZ-GP-PLA-0005 Stockpile 1c.PDF:1: 2. Existing and stockpile levels
R-2019-0427-FFM-STDC-SIZ-GP-PLA-0005 Stockpile 1c.PDF:1: Proposed stockpile locations
R-2019-0427-FFM-STDC-SIZ-GP-PLA-0005 Stockpile 1c.PDF:1: Top of Stockpile mAOD
R-2019-0427-FFM-STDC-SIZ-GP-PLA-0005 Stockpile 1c.PDF:1: STOCKPILE 1C LONG SECTION
R-2019-0427-FFM-STDC-SIZ-GP-PLA-0005 Stockpile 1c.PDF:1: STOCKPILE 1C
R-2019-0427-FFM-STDC-SIZ-GP-PLA-0005 Stockpile 1c.PDF:1: Top of Stockpile mAOD DETAILS & SECTIONS
R-2019-0427-FFM-STDC-SIZ-GP-PLA-0005 Stockpile 1c.PDF:1: Top of Stockpile mAOD
R-2019-0427-FFM-STDC-SIZ-GP-PLA-0005 Stockpile 1c.PDF:1: STOCKPILE 1C CROSS SECTIONS -
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:10:addition to large stockpiles of material. Land to the east and west of the former South Bank works is
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:24: Redcar: Replacement Cle3/8 ground is located in the southwest which is an area that formerly contained stockpiles of slag
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:51: facilities, material stock piles, chimneys, conveyors and tracks (North).
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:70: piles of dumped materials are also present adjacent to the western side of the hardstanding. Hardstanding
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:72: pump houses, meter houses, pipes, tanks, refuse piles, blast furnaces, water coolers, reservoirs, sluice,
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:93: Biopiles S S S S
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:97:Subject to viability and if piling is used in the final design it may be possible to re-use pile and foundation
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:102:include siting soil stockpiles and temporary storage tanks away from surface water drain entry points and
R-2019-0427-FFM-STDC-SIZ-MR-PLA-0003 Metals Recovery Stock pile 2 Contours & Sections.PDF:1: N STOCK PILE 2 2. Existing and stockpile levels
R-2019-0427-FFM-STDC-SIZ-MR-PLA-0003 Metals Recovery Stock pile 2 Contours & Sections.PDF:1: Proposed stockpile locations
R-2019-0427-FFM-STDC-SIZ-MR-PLA-0003 Metals Recovery Stock pile 2 Contours & Sections.PDF:1: Top of Stockpile
R-2019-0427-FFM-STDC-SIZ-MR-PLA-0003 Metals Recovery Stock pile 2 Contours & Sections.PDF:1: PROPOSED STOCK PILE 2
R-2019-0427-FFM-STDC-SIZ-MR-PLA-0002 Metals Recovery Existing Cross Sections.PDF:1: Proposed stockpile location
R-2022-0475-NM-64764 RCBC s96A 25-05-22.pdf:1:However, things have moved on subsequently and SeAH now wishes to develop a monopile
R-2022-0475-NM-ApplicationFormRedacted.pdf:6: When the outline application was submitted it was not known who would ultimately occupy the site. SeAH now wishes to develop a monopile
R-2022-0475-NM-Officer report.pdf:3:the site in the form of the proposed SeAH development for their monopile
R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0004-A1-C02-South_Bank_General_Arrangement_Inner_Tidal_Channel.pdf:1: QUAY SHEET PILE RETAINING
R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0004-A1-C02-South_Bank_General_Arrangement_Inner_Tidal_Channel.pdf:1: EXTENT OF QUAY PILE AND ANCHOR SYSTEM
R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0004-A1-C02-South_Bank_General_Arrangement_Inner_Tidal_Channel.pdf:1: EXTENT OF QUAY PILE
R-2021-0166-FFM-Archaeology - DBA.pdf:25:as a duty of the Secretary of State the need to compile and maintain a schedule of ancient monuments of
R-2021-0166-FFM-Environmental Risk Assessment.pdf:8:tanks and several piles of waste including brick, concrete and wood are also present. Ground levels range
R-2021-0166-FFM-Environmental Risk Assessment.pdf:8:water treatment works, substations and storage/stockpile areas for slag and other wastes. Disused railway
R-2021-0166-FFM-Environmental Risk Assessment.pdf:30:The current building foundations are understood to be piled through the superficial deposits into the mudstone
R-2021-0166-FFM-Environmental Risk Assessment.pdf:36: contaminant migration into the underlying bedrock aquifers via preferential pathways caused by pile
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:5: Piled Foundations ……………………………………………………………………………………………………………..15
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:15: they prevent the easy installation of piles and other sub-surface structures associated with the new
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:15:contain large boulder size fragments of slag that would obstruct installation of future piles and other
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:20: Removal of material that would prevent the use of cone penetration testing to clear future pile locations
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:20: Piled Foundations
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:20:If a piled foundation solution is adopted, then either driven or continuous flight auger (CFA) piles could be
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:20:utilised. Driven piles have the advantage of improving the density of the ground whereas CFA piles could
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:20:of driven piles is that they can cause unacceptable amounts of vibration that could potentially damage nearby
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:20:above and underground structures. If driven piles are used then assurances will need to be sought from the
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:20:the extent that it is likely that piles will need to be designed to end bear within the underlying bedrock deposits.
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:21:There are several reasons why designing piles to end bear within the superficial deposits are likely to be
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:21: deposits may suffer from excessive settlement and may add additional load to piles (negative skin
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:21: would provide a suitable stratum into which to end bear piles. However, at this site not only was the
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:21: laminated clays. The soft consistency of the Glaciolacustrine Deposits could be problematic for piles
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:21:For these reasons it is considered prudent to design piles to transfer loads to the bedrock deposits located
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:21:beneath the full sequence of superficial deposits. Shallower piles may be suitable for some proposed buildings
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:21:If it is assumed that most piles will extend a short distance into the bedrock, the anticipated pile lengths will be
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:21:drawing will provide an indication of the likely required pile length. However, it should be noted that as the
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:21:Installation of piles at the site will be complicated by two further factors: the presence of obstructions (including
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:22: Probing at future pile locations to clear for future obstruction and UXO clearance prior to backfilling of
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:24:Given that UXO are potentially present beneath the site, any piles will need to be pre-cleared prior to piling.
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:24: located and preferably the pile layout design. Two options are available:
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:24: which in the right ground conditions could potentially be extended to 2m. Therefore, if the pile
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:24: o If the precise pile layout is known, then it would be necessary to reduce the number of CPT
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:24: probe holes to ensure that each individual pile/pile group is cleared. This will reduce the
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:24: that this is only undertaken at the proposed pile locations where the subsequent installation of the pile
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:24:warehouses) then settlement reducing piles or lime columns may be appropriate.
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:24:avoided, the slab will need to be thickened, or piled. In Area B, the presence of more expansive slag will also
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:27:For new structures within Area B, piling is likely to prove the most cost effective solution. Piles would need to
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:27:be predrilled to overcome obstructions and UXO clearance carried out at each location. Piles would also need
R-2021-0166-FFM-Ground Remediation Options Report.pdf:10: redevelopment require the installation of piled foundations or deep ground improvement, clearance of
R-2021-0166-FFM-Ground Remediation Options Report.pdf:10:It is not STDC’s intention to remove piles to depth, excavate slag deposits below 2.5m bgl, or address the
R-2021-0166-FFM-Ground Remediation Options Report.pdf:22:Composite sampling from stockpiles will be undertaken in order to collect a representative sample. Stockpiles
R-2021-0166-FFM-Ground Remediation Options Report.pdf:22:Excavated materials identified by laboratory analysis as chemically unsuitable for direct reuse will be stockpiled
R-2021-0166-FFM-Ground Remediation Options Report.pdf:22:for treatment. Stockpile and treatment areas will be required to be placed on impermeable surfaces with covers
R-2021-0166-FFM-Ground Remediation Options Report.pdf:22: • Where encountered, piled foundations shall be removed to a maximum extent of 2.5m bgl. A record
R-2021-0166-FFM-Ground Remediation Options Report.pdf:25:removal of structures it shall be separately stockpiled and covered to control potential dust generation. Soils
R-2021-0166-FFM-Ground Remediation Options Report.pdf:25:to keep the soils wet whilst handled and covered when stockpiled.
R-2021-0166-FFM-Ground Remediation Options Report.pdf:26:Soils which have been identified as containing asbestos (or suspected to) will be stockpiled separately from
R-2021-0166-FFM-Ground Remediation Options Report.pdf:26:materials as far as practicable and stockpiled separately. Material should be crushed to 6f2 and reused in
R-2021-0166-FFM-Ground Remediation Options Report.pdf:26:placed into stockpiles and subjected to testing and grading to ensure suitability as defined in series 600 of the
R-2021-0166-FFM-Ground Remediation Options Report.pdf:27:stockpiles and vehicle wash facilities to prevent the transport of mud and debris from the site onto public roads.
R-2022-0494-FFM-Site Plan.pdf:1: ON-SITE STOCKPILE AREA EAST MOUND REMOVAL
R-2022-0494-FFM-Desk Based Heritage Assessment.pdf:29:as a duty of the Secretary of State the need to compile and maintain a schedule of ancient monuments of
R-2022-0494-FFM-Temporary Bridge Pland and Sections General Arrangement.pdf:2: EXISTING PILED FOUNDATION
R-2022-0494-FFM-Temporary Bridge Pland and Sections General Arrangement.pdf:2: EXISTING PILED FOUNDATION
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:5: Vertical migration of impacts down relic foundation piles is also considered
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:6: Tees. This is considered a conservative assumption, given a sheet pile wall may be
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:7: Other Considerations A potential pathway due to piled foundations was identified under the pollutant linkages.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:7: piles, lateral migration within the unit is unlikely to be significant.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:17:A tidal influence measured in some of the on-site wells, and the lack of a current sheet pile wall or physical
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:17:the design of a sheet pile wall. Their report concluded that soils in those boreholes do not pose an
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:18:Additionally, vertical migration of impacts down relic foundation piles was also qualitatively assessed.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:20:as sheet piled walls (potentially installed as part of redevelopment works) would go some way to limit the
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:20:A potential pathway due to piled foundations was identified under the pollutant linkages. Based on the findings
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:20:underlying natural deposits around piles, lateral migration within the unit was concluded unlikely to be
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:22: Vertical migration of impacts down relic foundation piles is also considered potentially active.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:30:immediately adjacent to the River Tees (albeit that a future sheet pile wall may be present in future, potentially
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:31:(such as a sheet pile wall) between the River Tees suggests that the potential for lateral migration within these
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:42:A potential pathway due to piled foundations was identified under the pollutant linkages. Based on the findings
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:42:underlying natural deposits around piles, lateral migration within the unit is unlikely to be significant.
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:43:A potential pathway due to piled foundations was identified under the pollutant linkages. Based on the findings
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:43:underlying natural deposits around piles, lateral migration within the unit is unlikely to be significant.
R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF:12:the plate into sections to allow them stockpiled into manageable sections for the secondary machine to load into
R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF:12:All rubble and brick work associated with pipelines and buildings are to be stockpiled locally and this will be
R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF:12: Demolition will be carried out top-down and on a bay-by-bay basis and materials stockpiled in waste streams
R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF:12: Material will be stockpiled in a windrow ready for crushing.
R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF:12: All brick and concrete will be crushed to a 6F2 Specification and stockpiled on site in the designated area.
R-2022-0205-SC-Screening Opinion Response.pdf:2: 74 tubular steel piles (12 to be removed from landside and 62 by barge)
R-2022-0205-SC-Screening Opinion Response.pdf:3:Removal of Shoreside Section of Piles and the Jetty Access Bridge
R-2022-0205-SC-Screening Opinion Response.pdf:3:3.2.17 Due to limitations of water depth across all tides it is likely that 12 intertidal piles
R-2022-0205-SC-Screening Opinion Response.pdf:3:and sort materials into various piles and skips ready for onward removal from the Site for
R-2022-0205-SC-Screening Opinion Response.pdf:3:possible that more than one stockpile location would be developed within the Site as the
R-2022-0205-SC-Screening Opinion Report.pdf:2: 74 tubular steel piles (12 to be removed from landside and 62 by barge)
R-2022-0205-SC-Screening Opinion Report.pdf:3:Removal of Shoreside Section of Piles and the Jetty Access Bridge
R-2022-0205-SC-Screening Opinion Report.pdf:3:3.2.17 Due to limitations of water depth across all tides it is likely that 12 intertidal piles
R-2022-0205-SC-Screening Opinion Report.pdf:4:and sort materials into various piles and skips ready for onward removal from the Site for
R-2022-0205-SC-Screening Opinion Report.pdf:4:that more than one stockpile location would be developed within the Site as the
R-2022-0205-SC-Screening Opinion Report.pdf:7: 74 tubular steel piles (12 to be removed from landside and 62 by barge)
R-2022-0205-SC-Screening Opinion Report.pdf:7:Removal of Shoreside Section of Piles and the Jetty Access Bridge
R-2022-0205-SC-Screening Opinion Report.pdf:7:3.2.17 Due to limitations of water depth across all tides it is likely that 12 intertidal piles
R-2022-0205-SC-Screening Opinion Report.pdf:8:and sort materials into various piles and skips ready for onward removal from the Site for
R-2022-0205-SC-Screening Opinion Report.pdf:8:that more than one stockpile location would be developed within the Site as the
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:13: 74 tubular steel piles (12 to be removed from landside and 62 by barge) approximately
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:14: concrete slabs and pile foundations to at least the minimum extent required by
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:15: A rig diamond-wire cutting machine (DWCM) will be used to cut the piles at level c.
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:15: +5.6mCD (tbc) beneath the “grouted basket slab-pile connection”. The DWCM will be
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:15: used on and beneath the slabs above water in all cases. If piles are not able to be
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:15: Any allowable pre-weakening cuts to the piles will be performed prior to lifting.
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:15: The final cuts to the piles will be undertaken.
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:15: The remaining piles will be pulled with the use of vibro-hammer and main crane of
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:15: North dolphins. The piles will be removed by vibro-hammer, if the measured levels of
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:15: vibration of the test pile (and subsequent monitoring) is within acceptable limits. The
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:15: Should use of vibro-hammers be deemed unsuitable at this location, the piles will be
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:15: removed via a subsea diamond wire cut to the base of the pile (cut level to be
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:15: controlled-flow techniques (maximum 5mᶟ anticipated per pile) around the immediate
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:16: shallow ‘pocket’ to perform the cut. During this process the pile weight would be taken
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:16:Pile Removal
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:16: 3.2.9 In total, 62 of the 74 piles on Site will be removed through a combination of diamond
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:16: intertidal piles will be removed using a land-based crane. It is estimated that each pile
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:16: will take 0.5 days to remove which equates to removal of 2 piles per day. The time
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:16: required for realignment between piles will vary depending on the barge position, and
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:16: set-up can vary from c. 0.5 hours to 5 hours pending pile position. The proposed
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:16: hammer “on” time per pile is limited, with no more than 30 minutes to 1 hour anticipated
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:16: per pile. It is considered that 1 hour per pile would be the worst-case scenario, with 30
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:16: assumed each pile will require 1 hour of vibro-piling during removal.
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:16: Development, vibration arising from the vibro-piling will be measured on a test pile to
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:16: 3.2.11 Removal of the piles will not always follow the same work pattern. Where it is most
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:16: practicable individual piles will be removed at the same time as individual slabs to allow
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:16: access to inner piles, but in some locations removal of a sequence of slabs followed by a
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:16: sequence of piles may be most favourable. The assumption of two piles/day is provided
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:16: 3.2.12 Pile removal will only be undertaken within normal working hours (07.00 -19.00 hours, 7
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:16: each 24-hour period. Assuming two piles are removed per day with a maximum duration
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:16: of 2 hours of associated vibro-pile removal, it is anticipated that additional breaks in
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:17: Steel Piles:
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:17:Removal of Shoreside Section of Piles and the Jetty Access Bridge
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:17: 3.2.17 Due to limitations of water depth across all tides it is likely that 12 intertidal piles and
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:18: sort materials into various piles and skips ready for onward removal from the Site for
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:18: that more than one stockpile location would be developed within the Site as the
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:31: marine works area) as a result of pile removal via vibro-hammering, diamond wire
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:34: Good management of stockpiles to prevent windblown dust transport pathways or run
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:35: piles).
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:39: vessels) will need to be agreed for pile and structure removal within proximity of the
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:43: result of the removal of piles, these are anticipated to be from the upper sediment layers
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:87:range of places, including mammal burrows or rubble and vegetation piles, but will generally make use of
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:87:hardstanding, or alongside structures such as fenceposts. As a result, rubble piles and other construction
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:87:frequently favoured by this species are present (rough grassland and scrub). In addition, there are wood piles
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:87:(TN1), piles of concrete beams (TN4) and waste materials including metal piping throughout the Site and
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:88:including grassland with dense scrub, wood piles, rubble piles and waste piles may provide suitable habitat
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:91: Reptiles The combination of grassland, dense scrub, hard standing and bare ground and piles of potential refugia
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:91: impacted by the demolition including any vegetation removal and the removal of waste piles within the
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:94: The wood and concrete piles and waste material stored within dense scrub around the
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:103: TN1 Log piles within the grassland providing suitable refugia for reptiles and amphibians.
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:103: TN4 Piles of concrete beams providing potential refuge for amphibians and reptiles.
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:106: by the Project Ecologist/ECoW, but generally features such as root bases, log or stone piles)
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:109:Should any contaminants be released as a result of the removal of the piles, these are anticipated
R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:10:the adjacent SSI2 site. Old stockpiles are still present in these areas and form an east to west mound across
R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:24:base of a metal pile from former development), the presence of UXO is one possibility and as such the anomaly
R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:33: concrete (foundations, floor slabs, drains, piles etc.). Detailed design will need to specify appropriate
R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:33: The vertical migration of impacts down piled foundations is considered potentially active.
R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:34:potential to attack concrete within foundation piles.
R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:37: piled foundations;
R-2021-1048-FFM-Officer Report 1048.pdf:10: be necessary for any future potential piled foundations and process
R-2021-1048-FFM-Officer Report 1048.pdf:11: be necessary for any future potential piled foundations and process
R-2021-1048-FFM-Officer Report 1048.pdf:13:necessary for any future potential piled foundations and process pipelines.
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:11: existing piled foundations, tunnels associated with the former pellet plant
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:12: foundation risk assessment would be required, particularly if piled
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:12: piled foundations are a realistic possibility and the risk assessment (and
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:26:structures for example existing piled foundations, tunnels be removed so far as required to allow future removal of the residual structure without disturbance of the
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:26: Except for piles vertical preferential pathways (if present) extending below the planned remediation dig depth
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:27: It is not the intention to remove piles below the planned excavation depths, these are not considered to
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:28: required, particularly if piled foundations were required. As agreed in the meeting between the EA, STDC, Lichfields, Arcadis, and Atkins held in the TMO on 30/03/22
R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:28: Based upon the ground conditions identified, piled the planning application under discussion concerns remediation to a generic commercial industrial platform.
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:3: piled foundations, existing below ground services etc
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:11: example existing piled foundations, existing below ground services etc
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:17:states that stockpiles of any asbestos containing materials will be covered to
R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf:17:control dust generation. The applicant must ensure that stockpiles of
R-2021-1048-FFM-MGE04717 Cont Land.pdf:2: necessary for any future potential piled foundations and process pipelines.
R-2021-1048-FFM-Earthworks Specification.pdf:23: CWG • Chromium III • pH • One sample per 2,000m3 of stockpiled slag
R-2021-1048-FFM-Earthworks Specification.pdf:23: • Chromium VI • Sulphur • One sample per 500m3 of stockpiled See App 6/15
R-2021-1048-FFM-Earthworks Specification.pdf:23: • Copper • Total sulphate • One sample per 1,000m3 of stockpiled other excavated material
R-2021-1048-FFM-Earthworks Specification.pdf:26:and segregated from the main stockpile of acceptable material. This suspect material will then be subject to
R-2021-1048-FFM-Earthworks Specification.pdf:26:It is not the Overseeing Organisation’s intention to remove piles to depths below those defined by Figure 1.
R-2021-1048-FFM-Earthworks Specification.pdf:27:• Records of any structures/piles etc. left in-situ.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:29: tar piled foundations. tar, as such the risk from these should be
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:29: Removal of historic structures including piles
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:30:Mudstone) tar piled foundations.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:30: Removal of historic structures including piles
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:328: CDP Cast Driven Piles SAA Small Arms Ammunition
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:332: • Future foundations are not known, but may include CFA or driven piles- all areas.”
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:335: During WWII, ARP wardens compiled detailed logs of bomb strikes across their respective districts. ARP records
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:337: • The removal of a “dud shell” (noted to be approximately 8” and 2’ long) found at a “scrape pile waiting to be
R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:3: example existing piled foundations, existing below ground services etc
R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:9:states that stockpiles of any asbestos containing materials will be covered to
R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:9:control dust generation. The applicant must ensure that stockpiles of
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:8:included in piling risk assessment should piles be proposed. Heavy metals, sulphates, hydrocarbons and
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:15: Piling Layout -1990 RGEN8670 RTJ Construction Piling layout to 66Kv Corridor Substation. Pile design
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:15: installing a precast concrete pile through an
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:19:The topography of the site is largely artificial. Large sections containing buildings, stockpiles and
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:22:by a pair of rail-mounted conveyor feeds, creating stockpiles along the length of each area. Historic
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:28:blast furnace. Hundreds of tonnes of material would have been piled, using the stacker, before transport
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:35:The site walkover identified a number of waste piles across the site which comprised a mixture of waste
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:35:piles) and services. Subject to the nature of the fill encountered on site, determination of the properties
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:36:groups of piles.
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:36:composite pile design. A bored, cast-in-situ pile was constructed between the base of the Made Ground
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:36:and the ultimate termination depth of the pile, with a steel “I-Beam” pile embedded into the concrete,
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:37: measured, to either protect piled
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:37: sleeving piles, to provide engineering
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:320: CDP Cast Driven Piles SAA Small Arms Ammunition
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:324: • Future foundations are not known, but may include CFA or driven piles- all areas.”
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:327: During WWII, ARP wardens compiled detailed logs of bomb strikes across their respective districts. ARP records
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:329: • The removal of a “dud shell” (noted to be approximately 8” and 2’ long) found at a “scrape pile waiting to be
R-2021-1048-FFM-CON LAND 1048(1).pdf:2: necessary for any future potential piled foundations and process pipelines.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:11:onto the site. Mounds and stockpiles are present across parts of the site primarily in the Iron Ponds
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:18:redevelopment require the installation of piled foundations or deep ground improvement, clearance of
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:21:It is not STDC’s intention to remove piles to depths below those defined by Figure 1 to the 7.3m AOD
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:22: Grid square of origin Excavation area or stockpile of origin
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:22: the backfill area, stockpile, or treatment area)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:26:Where samples are required to be taken from stockpiles of materials, composite sampling from
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:26:stockpiles will be undertaken in order to collect a representative sample.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:27:stockpiled for treatment. Stockpiled soils for treatment will be required to be placed on impermeable
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:27: • Where encountered, piled foundations shall be removed to the extent defined by Figure 1. A
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:29: • One sample per 2,000m3 of stockpiled
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:29: • One sample per 1,000m3 of stockpiled
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:29: • One sample per 2,000m3 of stockpiled
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:30: • One sample per 625m3 of stockpiled
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:30: • One sample per 625m3 of stockpiled
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:32: • Ex situ thermal remediation (smouldering combustion or thermopile); and,
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:32:removed to facilitate removal of structures it shall be separately stockpiled and covered to control
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:32:by maintaining mist sprays to keep the soils wet whilst handled and covered when stockpiled.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:32:Soils which have been identified as containing asbestos (or suspected to) will be stockpiled separately
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:32:materials, they should be separated from other materials as far as practicable and stockpiled. Material
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:33:land raises, stockpiles and surface features.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:33:material will be placed into stockpiles and subjected to testing and grading to ensure suitability as
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:34:sealing of stockpiles and vehicle wash facilities to prevent the transport of mud and debris from the site
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:7: A preferential pathway could be created if piled foundations are included within the design;
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:7: as tunnels and relic pile foundations, they are considered unlikely to significantly increase
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:15:The site data referenced in this report is summarised below and key information has also been compiled in
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:15:and stockpiles are present across parts of the Site primarily in the iron ponds area, around the former Pellet
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:29:shallow tunnels to be present and also the potential for relic pile foundations. These features, if present, may
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:30:• A preferential pathway could be created if piled foundations are included within the design which penetrate
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:30: pile design.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:30:• Preferential pathways based on the presence of historical sub-surface features such as tunnels and relic pile
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:63:• A preferential pathway could be created if piled foundations are included within the design which penetrate
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:63: pile design.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:63: relic pile foundations, they are considered unlikely to significantly increase the risk to water resource
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1401:supported on piled foundations socketed into bedrock and will be subject to high axial and lateral
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1401:These parameters are required for the determination of both axial and lateral pile resistance.
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1440:Unloading and reloading are a feature of many laboratory material test procedures and pile loading
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1444:directly applicable to the analysis of radial consolidation or cylindrical cavity expansion due to pile
R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:1444:such as under a footing or round an axially loaded pile.
R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:36: During WWII, ARP wardens compiled detailed logs of bomb strikes across their respective districts.
R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:41: with the leading edge of the pile. Whilst, HDD is a trenchless methodology (that provides an installation
R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:46: compiled by AECOM, records made ground at depths up to 9m bgl, although this varies across the
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:7: A preferential pathway could be created if piled foundations are included within the design;
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:7: as tunnels and relic pile foundations, they are considered unlikely to significantly increase
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:15:The site data referenced in this report is summarised below and key information has also been compiled in
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:16:and stockpiles are present across parts of the Site primarily in the iron ponds area, around the former Pellet
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:31:shallow tunnels to be present and also the potential for relic pile foundations. These features, if present, may
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:32: A preferential pathway could be created if piled foundations are included within the design which penetrate
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:32: pile design.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:32: Preferential pathways based on the presence of historical sub-surface features such as tunnels and relic pile
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:65: A preferential pathway could be created if piled foundations are included within the design which penetrate
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:65: pile design.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:65: relic pile foundations, they are considered unlikely to significantly increase the risk to water resource
R-2021-1048-FFM-EMAIL.pdf:5: and piles of spoil. 2. Move away from the
R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:9:need to be included in piling risk assessment should piles be proposed. Heavy metals, sulphates,
R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:14: Access Ramps and Cast including details on piles
R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:15: House Pile Layout 1974 110Tonnes piles ‐ total
R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:23:are approximately 3m deep, 50m in length and 10m in wide. Numerous piles of slag and waste materials
R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:23:tanks and small piles of waste, including old slag and ash were noted within this area and the stocking
R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:43:many of these are likely to have been piled. In addition the potential for basements structures
R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:45: solutions including protecting piled
R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf:45: compressible sleeves around piles.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:7: A preferential pathway could be created if piled foundations are included within the design;
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:14:and stockpiles are present across parts of the Site primarily in the iron ponds area, around the former Pellet
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:26: A preferential pathway could be created if piled foundations are included within the design which penetrate
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:26: pile design.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:58: A preferential pathway could be created if piled foundations are included within the design which penetrate
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:58: pile design.
R-2021-1048-FFM-Appendix1.pdf:21: trowel taken from excavations or soil piles from freshly exposed surfaces. The
R-2021-1048-FFM-MGE04767 Cont Land Response.pdf:3: necessary for any future potential piled foundations and process pipelines.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:320: CDP Cast Driven Piles SAA Small Arms Ammunition
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:324: • Future foundations are not known, but may include CFA or driven piles- all areas.”
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:327: During WWII, ARP wardens compiled detailed logs of bomb strikes across their respective districts. ARP records
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:329: • The removal of a “dud shell” (noted to be approximately 8” and 2’ long) found at a “scrape pile waiting to be
R-2021-1048-FFM-Factual Report SSI 1.pdf:208: Pile of refractory bricks
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:11:onto the site. Mounds and stockpiles are present across parts of the site primarily in the Iron Ponds
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:18:redevelopment require the installation of piled foundations or deep ground improvement, clearance of
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:21:It is not STDC’s intention to remove piles to depths below those defined by Figure 1 to the 7.3m AOD
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:22: Grid square of origin Excavation area or stockpile of origin
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:22: the backfill area, stockpile, or treatment area)
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:26:Where samples are required to be taken from stockpiles of materials, composite sampling from
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:26:stockpiles will be undertaken in order to collect a representative sample.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:27:stockpiled for treatment. Stockpiled soils for treatment will be required to be placed on impermeable
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:27: • Where encountered, piled foundations shall be removed to the extent defined by Figure 1. A
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:30: • One sample per 2,000m3 of stockpiled slag
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:30: • One sample per 1,000m3 of stockpiled
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:30: • One sample per 2,000m3 of stockpiled
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:31: • One sample per 625m3 of stockpiled
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:31: • One sample per 625m3 of stockpiled
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:31:stockpiles:
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:32:in section 2.7.1) are identified in soils used as fill, or in stockpiles proposed for use as fill above the
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:32:For stockpiles where assessment indicates the exceedance of the reuse criteria indicates a localised
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:33: • Ex situ thermal remediation (smouldering combustion or thermopile); and,
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:33:removed to facilitate removal of structures it shall be separately stockpiled and covered to control
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:33:by maintaining mist sprays to keep the soils wet whilst handled and covered when stockpiled.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:34:Soils which have been identified as containing asbestos (or suspected to) will be stockpiled separately
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:34:materials, they should be separated from other materials as far as practicable and stockpiled. Material
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:34:land raises, stockpiles and surface features.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:34:material will be placed into stockpiles and subjected to testing and grading to ensure suitability as
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:36:sealing of stockpiles and vehicle wash facilities to prevent the transport of mud and debris from the site
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:7:piles designed to mitigate the effects of expansion and potentially suspended floors. Lightly loaded
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:55:composite pile design. A bored, cast‐in‐situ pile constructed between the base of the Made Ground
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:55:and the ultimate termination depth of the pile, with a steel “I‐beam” embedded into the concrete,
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:306: Pile of refractory bricks
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:13: Smouldering combustion or Thermopiles
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf:13:pathways. Ex-situ bioremediation, stabilisation/solidification, smouldering combustion/thermopiles or
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1381: square wooden piles (assumed to be piles).
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1381: (2.50) noted from wooden piles).
R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1383:1.80 B5 occasional silty laminae. Sand is fine to medium. Wooden piles
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:10: 1.00 from wooden piles
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:57: clay with 229mm diameter square wooden piles (assumed to be
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:57:2.10 J7 piles) Sand is fine to medium. Slight hydrocarbon odour noted from
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:57: (2.50) wooden piles).
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf:63: (Engineer notes wooden piles driven into upper section of clay (soft
R-2021-0100-CD-Phase II ESA.pdf:34: Vertical migration of impacts down relic foundation piles is considered potentially active.
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:49: of culvert crossing competent ground conditions. Alternatively, Piled foundations may not be required but the
R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf:52:might indicate that piled foundation to be more favourable for the northern culvert.
R-2021-0067-CD-Jan 20212366 CEMP Metals Recovery Processing Area.pdf:17:they are not left open for extended periods during excavation and that stockpiles containing the
R-2021-0067-CD-Jan 20212366 CEMP Metals Recovery Processing Area.pdf:18: • Consideration of stockpile / material locations with regard to the surface water features.
R-2021-0067-CD-Jan 20212366 CEMP Metals Recovery Processing Area.pdf:24:Any stockpiled material awaiting disposal or as backfill material will be sealed, dampened down or
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:9:of the site surfacing. Stockpiles of granular materials understood to result from the steelmaking process
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:12:represent potential UXO risk. Should redevelopment require the installation of piled foundations or deep
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:13:therefore account for land raises, stockpiles and surface features.
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:15:It is not STDC’s intention to remove piles to depths below 2.5m bfl (7.5m AOD) or address the potential
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:16: Grid square of origin Excavation area or stockpile of origin
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:16: the backfill area, stockpile, or treatment area)
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:20:Where samples are required to be taken from stockpiles of materials, composite sampling from
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:20:stockpiles will be undertaken in order to collect a representative sample. Stockpiles will be subdivided
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:21:stockpiled for treatment. Stockpile and treatment areas will be required to be placed on impermeable
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:21: • Where encountered, piled foundations shall be removed to a maximum extent of 2.5m bfl. A
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:23: • One sample per 2,000m3 of stockpiled
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:23: • One sample per 2,000m3 of stockpiled
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:24: • One sample per 625m3 of stockpiled
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:24: • One sample per 625m3 of stockpiled
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:25: • Ex situ thermal remediation (smouldering combustion or thermopile); and,
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:25:removed to facilitate removal of structures it shall be separately stockpiled and covered to control
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:26:by maintaining mist sprays to keep the soils wet whilst handled and covered when stockpiled.
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:26:Soils which have been identified as containing asbestos (or suspected to) will be stockpiled separately
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:26:materials, they should be separated from other materials as far as practicable and stockpiled. Material
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:26:noted that these are depths from existing site levels and therefore account for land raises, stockpiles
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:28:material will be placed into stockpiles and subjected to testing and grading to ensure suitability as
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:29:sealing of stockpiles and vehicle wash facilities to prevent the transport of mud and debris from the site
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:14:addition to large stockpiles of material. Land to the east and west of the former South Bank works is
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:28: Redcar: Replacement Cle3/8 ground is located in the southwest which is an area that formerly contained stockpiles of slag
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:55: facilities, material stock piles, chimneys, conveyors and tracks (North).
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:74: piles of dumped materials are also present adjacent to the western side of the hardstanding. Hardstanding
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:76: pump houses, meter houses, pipes, tanks, refuse piles, blast furnaces, water coolers, reservoirs, sluice,
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:97: Biopiles S S S S
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:101:Subject to viability and if piling is used in the final design it may be possible to re-use pile and foundation
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:107:include siting soil stockpiles and temporary storage tanks away from surface water drain entry points and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:121:permit. The stockpiles of soil are to be imported and be used for land remediation, and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:133:The upper surface of the landfill comprises stockpiles of BOS oxide material divided into bays. A series
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:133:operation these were routinely dredged and the arisings placed within the SLEMS landfill. Stockpiles of
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:134:between “cells” which were used to stockpile material. Conversations with the site contractor, David
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:135:stockpiles.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:154: -T19 -T4 -T10 E-D-T7 -T2 Area of Mobile Tools and Stockpiles
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:280:Yellow 4 or Y4), and utilised by both STSC and CRH plc (Tarmac). A large stockpile of crushed and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:280:southwest which is an area that formerly contained stockpiles of slag material and was owned by TATA
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:280:with banks and stockpiles of slag material. Grasses and scrubland also exist within these areas. The
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:330:stockpiled in the former Breeze Stocking Area. Several active and inactive landfills border, or are in close
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:331:included in piling risk assessment should piles be proposed. Heavy metals, sulphates, hydrocarbons and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:333:Although largely derelict, the site is cross‐cut by a number of roads, rough tracks and stockpiles. The
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:333:located on the northern boundary. Stockpiles associated with Tarmac dominate the western section of
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:336: of Bases and Pile Caps SBCO
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:336: Foundations – Pile
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:338: Steelwork for Extension 15923 and piles to extension
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:349: wider area appearing to be used to stockpile material.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:351: 2012 Aerial Stockpiles occupy the central area of the site, with a second located within the
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:352:the stockpiled raw materials associated with the iron and steel making process.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:360:sparkle reflecting from its surface in bright sunlight. It is believed to be stockpiled within the far south‐
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:360:material stockpiles (former Sinter Plant area).
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:361:Numerous low bunds and small waste piles of considerable age are located across the site, both
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:362:Main 11kV Sub‐station, including the piled foundations (ref. drawings 15920 and 15923).
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:363:used by the Tarmac Group of Companies to stockpile raw materials. Plant, referred to as Stackers are
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:363:located within the stocking ground and are used to create the stockpiles. South‐west of the Mobile Tool
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:363:but is currently obscured by stockpiles. The railway tracks associated with the stocking area appear to
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:365:CO8078, CO8078, and CO8367 to CO8370. The foundations of the bunker are supported on piles, details
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:366:Crusher House. The buildings have been demolished and the area is currently used to stockpile materials
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:366:for the Tarmac Group of Companies. Amongst the stockpile some of the foundation can still be seen.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:367:Tarmac Group of Companies which operate within the northeast quadrant of the site. The stockpiles
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:368:13169 and 7A‐13170. The Breeze Stocking Area currently stockpiles ‘Jallop’, which contains coal tar as
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:368:stockpiles of slag and aggregates for use within the construction industry. A number of ancillary
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:368:aggregates. Slag was identified as also being stockpiled within this area during the site walkover, and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:368:operated before the mid 1980’s and stockpiled raw materials and/or old road planings there is a risk
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:385:may have been removed and replaced, resulting in localised stockpiles of this material alongside the
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:387:Contamination is likely to be associated with leaching of heavy metals from stockpiled slag and areas
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:388:main area of TS4 has been used by the Tarmac Group of Companies to store slag, with large stockpiles of
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:392:undertaken on samples of Made Ground and from various stockpiles of slag located around the site.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:392: Material Made Ground Stockpiles
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:393: Material Made Ground Stockpiles
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:418:The walkover of TS4, undertaken in March 2017 identified a number of waste piles across the site which
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:418:piles) and services. Subject to the nature of the fill encountered on site, determination of the properties
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:419:groups of piles.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:419:composite pile design. A bored, cast‐in‐situ pile was constructed between the base of the Made Ground
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:419:and the ultimate termination depth of the pile, with a steel “I‐Beam” pile embedded into the concrete,
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:419:stockpiles and vegetation (for example the former Sinter Plant). Until proven otherwise it should be
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:419:indicate that the basement of the SBCO was supported by piled foundations. Numerous sub‐basement
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:419:is anticipated that any significant structure would have been founded on piled foundations, likely to
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:421: protecting piled foundations by the use of
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:421: sleeves around piles. Use of non‐compressible
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:424: Galvanising Works 3No. Rotary cored boreholes within cable electric sub‐station and stockpiles associated
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:424: within boreholes chimneys and stockpile area and for
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:425: percussive follow on to rockhead or existing stockpile of BOS grit.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:425: 5No. rotary cored boreholes with cable and stockpile area to the south.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:533: separate piles to avoid mixing and to aid in the reinstatement of the original ground
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:651: Gas cleaning Stockpiled at site, mobility of Pb and Zn reduced by
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:651: 15 ü Coke and coal . action. Fines from stockpiles would increase
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:790: Area of Mobile Tools and Stockpiles
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:792: -T19 -T4 -T10 E-D-T7 -T2 Area of Mobile Tools and Stockpiles
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:14: Teesside area is largely occupied by storage facilities in addition to large stockpiles of material.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:15: comprises stockpiles of BOS oxide material divided into bays. A series of settling ponds are
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:15: SLEMS landfill. Stockpiles of this dredged material are present in the south west and north east
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:21: likely represent the stockpiled raw materials associated with the iron and steel making process.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:22: deposits, indicates the potential requirement for piled foundations or ground improvement
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:23: works in relation to structures sensitive to movement. Any piles would likely require extending
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:30:H5.14 Subject to viability and if piling is used in the final design it may be possible to re-use pile and
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:34: covered to minimise the potential for leachate and run off from the stockpile being
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:37: be geo-referenced, and all stockpile sample nomenclature would ensure individual
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix M - July 2020.pdf:39:as a duty of the Secretary of State the need to compile and maintain a schedule of ancient monuments of
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter O - July 2020.pdf:6: from the site as soon as possible; cover, seed or fence stockpiles;
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter O - July 2020.pdf:8: of material stockpiles; and the sensitive siting of welfare and other
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter O - July 2020.pdf:14: material stockpiles; and the sensitive siting of welfare and other temporary structures;
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter F - July 2020.pdf:35: as high as any stockpiles on site;
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter F - July 2020.pdf:35: 7 Cover, seed or fence stockpiles to prevent wind whipping; and
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:42: stockpiles from which water
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter M - July 2020.pdf:4: It identifies as a duty of the Secretary of State the need to compile and maintain a schedule of
R-2020-0357-OOM-South Industrial ES - Vol 1 - Non-Tech Summary - July 2020.pdf:20: management of material stockpiles.
R-2020-0357-OOM-TGN(E) 304 - Development near NG assets.pdf:5: foundation or pile cut off level.
R-2020-0357-OOM-TGN(E) 304 - Development near NG assets.pdf:7: f) potential for outflow of soil into pile bore, reducing support to tunnel lining
R-2020-0357-OOM-TGN(E) 304 - Development near NG assets.pdf:7: g) potential for concrete or support fluid flow from pile bore to National Grid tunnel assets
R-2020-0357-OOM-TGN(E) 304 - Development near NG assets.pdf:7: preferable to piled foundations.
R-2020-0357-OOM-TGN(E) 304 - Development near NG assets.pdf:7: Where piled foundations are required, bored piles are preferred.
R-2020-0357-OOM-TGN(E) 304 - Development near NG assets.pdf:7: The pile should be founded below the tunnel invert so that end bearing loads are transmitted
R-2020-0357-OOM-TGN(E) 304 - Development near NG assets.pdf:7: The pile should be sleeved throughout to prevent load transfer via skin friction to the ground
R-2020-0357-OOM-TGN(E) 304 - Development near NG assets.pdf:7: The precise location, depth and loading of piled foundations should be carefully specified. As
R-2020-0357-OOM-TGN(E) 304 - Development near NG assets.pdf:7: piling, and that the pile logs and test pile results be made available for review.
R-2020-0357-OOM-South Indsutrial Zone SES - Vol 1 - Non Technical Summary.PDF:23: management of material stockpiles.
R-2020-0357-OOM-Archaeological Advice - Business Park and Warehousing Tees Dock RD R-2020-0357-OOM.pdf:1:4. Generally, remediation will rely on capping and construction slabs/hard surfacing. However, piled
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter J - July 2020.pdf:15: data compiled from the Building Research Establishment (BRE) SMARTstart tool, together with
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter J - July 2020.pdf:16: Redcar Bulk Terminal (RBT) and South Bank Wharf. The location of stockpiles and construction
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter J - July 2020.pdf:19: data compiled from the Building Research Establishment (BRE) SMARTstart tool, together with
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter I - July 2020.pdf:9: monopiles and transition pieces; top sides; blades; nacelles; and gearing systems. Interest has
R-2020-0357-OOM-Planning Statement - July 2020.pdf:26: monopiles and transition pieces; top sides; blades; nacelles; and gearing systems. Interest has
R-2020-0357-OOM-Planning Statement - July 2020.pdf:40: 3 Careful siting and management of materials stockpiles; and
R-2020-0357-OOM-0357 Contam Land.pdf:3:and covered to minimise the potential for leachate and run off from the stockpile
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter A - July 2020.pdf:30: been compiled into an outline CEMP.
R-2020-0357-OOM-Officer report.pdf:32:the stockpile being generated;
R-2020-0357-OOM-Officer report.pdf:97: Careful siting and management of materials stockpiles; and
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter L - July 2020.pdf:26: wider industrial site are prominent, except for in locations of stockpiled materials which limit
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter L - July 2020.pdf:38: overhead. In the far distance the steel slag piles create undulations in land topography, but with no green
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter L - July 2020.pdf:38: slag piles form the horizon line to the right of the view.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter L - July 2020.pdf:40: within the industrial site, steel slag piles can be seen, interrupting the verticality of manmade structures
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter L - July 2020.pdf:45: suitable site hoarding, careful siting and management of materials stockpiles and the sensitive
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter L - July 2020.pdf:51: E (Appendix B4) is partially screened by the existing stockpiled mounds of gravels and is a
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter L - July 2020.pdf:58: in a very minor way, replacing a view of the existing stockpiled gravel mounds with new built
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter L - July 2020.pdf:60: 3 Careful siting and management of materials stockpiles; and
R-2020-0357-OOM-South Industrial Zone SES - Vol 2 - Supplementary Environmental Statement.PDF:68: would not suffer significant impacts except from piled foundations.
R-2020-0357-OOM-South Industrial Zone SES - Vol 2 - Supplementary Environmental Statement.PDF:69: capping layer and made ground, except where impacted by piled foundations.
R-2020-0357-OOM-South Industrial Zone SES - Vol 2 - Supplementary Environmental Statement.PDF:71: Prehistoric remains, if present, could suffer localised impacts from piled foundations
R-2020-0357-OOM-Habitats Regulation Assessment.pdf:14:includes approximately 8-10m of dense compacted slag so concrete piles will not
R-2020-0357-OOM-Habitats Regulation Assessment.pdf:44: the use of temporary stockpiles.
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:36: The buildings will sit on a concrete base and these will be piled into the underlying
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:59: provide breeding habitat. Hibernacula was also present in the piles of rubble and wood
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:60: piles of rubble and wood for refugia.
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:65: piles and disturbance during construction works. Common Toad is evident from the
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:65: works. Piles of rubble and wood provide suitable hibernacula for the species and ponds
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:69: piles of rubble which will most likely be moved as part of the works.
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:76:Amphibians Disturbance Less than Local: Piles of Temporary Replacement habitat to No significant effect
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:139: soil stockpiles from which water drains and the
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:177: be required in advance of, or during construction. Whilst the monitoring of piles would not
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:177: the installation of the pile mat and bases for the piling rigs may allow archaeological
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:201: compiled seven existing directives including the Waste Incineration Directive (WID) into
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:251: • Minimising the amount of exposed ground and soil stockpiles from which water drains and
R-2019-0767-OOM-REP-1011778-AQ-CR-20200306-Grangetown Prairie Energy from Waste-AQA-R02.pdf:47:building scenario have been compiled and the maximum value from any of the scenarios for each grid receptor
R-2019-0767-OOM-REP-1011778-AQ-CR-20200306-Grangetown Prairie Energy from Waste-AQA-R02.pdf:65: stockpiles on site
R-2019-0767-OOM-REP-1011778-AQ-CR-20200306-Grangetown Prairie Energy from Waste-AQA-R02.pdf:65: Cover, seed or fence stockpiles to prevent wind
R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf:6:tipping of materials across most of the site in a number of discrete piles, including
R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf:6:on the site, apparently largely using piles as foundations. This will be accompanied
R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf:14:The development will be based on piled foundations and will be preceded by
R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf:20: - Local Lists of locally important buildings and structures have been compiled
R-2019-0767-OOM-Chapter 8 WFD Assessment.pdf:15: The buildings will be constructed on a concrete plinth that will be piled into the
R-2019-0767-OOM-R-2019-0767-OOM-Archaeological Advice - Grangetown ERF R-2019-0767-OOM.pdf:2:visible during the site visit carried out by the compiler of the DBA, together with physical
R-2019-0767-OOM-R-2019-0767-OOM-Archaeological Advice - Grangetown ERF R-2019-0767-OOM.pdf:2:5.2 At page 9, the DBA notes that the development will be based on piled foundations and
R-2019-0767-OOM-20191201 ERF Planning DAS_Issued.pdf:16: All buildings will be situated on a piled platform / hardstanding and will comprise a steel framed
R-2019-0767-OOM-officer report.pdf:16:during the site visit carried out by the compiler of the DBA, together with
R-2019-0767-OOM-officer report.pdf:17:5.2 At page 9, the DBA notes that the development will be based on piled
R-2019-0767-OOM-officer report.pdf:37:Hibernacula was also present in the piles of rubble and wood on site. The
R-2019-0767-OOM-officer report.pdf:37:breeding in the ponds and utilising the piles of rubble and wood for refugia.
R-2019-0767-OOM-officer report.pdf:61: or during construction. Whilst the monitoring of piles would not be
R-2019-0767-OOM-officer report.pdf:61: obstructions, the installation of the pile mat and bases for the piling rigs
R-2019-0767-OOM-Chapter 12 Grangetown Prairie Baseline Noise Survey Report.pdf:1: Report compiled by: Paul Horsley MIOA
R-2019-0767-OOM-Appendix B Scoping Letter Request.pdf:7:tar stockpiles. The potential for a major accident and disaster relating to
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:1:Monopile
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:2:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:3:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:4:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:5:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:5:construction of SeAH monopile facility.
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:6:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:6:SeAH Wind are to build a new monopile facility in the UK. This will be their first such facility and will be the
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:6:first monopile manufacturing facility in the UK. The monopiles will be used in the offshore wind industry and
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:6:provide the supports that are driven into the seabed. The facility will produce monopiles up to 120m long,
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:7:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:8:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:9:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:10:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:11:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:12:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:12:3.4.3 Demolition and crushing (Pile head)
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:12: • Demolition material will be segregated and stockpiled on site and removed regularly to avoid large
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:13:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:14:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:15:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:16:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:17:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:18:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:19:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:20:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:21:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:21:SeAH Wind are to build a new monopile facility in the UK. This will be their first such facility and will be the
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:21:first monopile manufacturing facility in the UK. The monopiles will be used in the offshore wind industry and
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:21:provide the supports that are driven into the seabed. The facility will produce monopiles up to 120m long,
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:22:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:23:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:24:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:25:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:27:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:28:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:29: Project: SeAH Monopile Facility
R-2022-0454-CD-COMPLIANCE OFFICER REPORT.pdf:3:Plan April 2022 for the SeAH Monopile Facility Issued by: K2 Consultancy Ltd.
R-2022-0454-CD-COMPLIANCE OFFICER REPORT.pdf:3:pile and foundation arising’s within the confines of the site, beneath the capping
R-2022-0454-CD-COMPLIANCE OFFICER REPORT.pdf:4:application (Reserved Matters for first end user SeAH Monopile Manufacturing
R-2022-0454-CD-COMPLIANCE OFFICER REPORT.pdf:4:Monopile Manufacturing Facility).
R-2022-0454-CD-ApplicationFormRedacted.pdf:4: PHASE 3 - RESERVED MATTERS FOR FIRST END USER (SEAH MONOPILE MANUFACTURING FACILITY)
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:1:Monopile
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:2:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:3:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:4:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:5:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:5:construction of SeAH monopile facility.
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:6:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:6:SeAH Wind are to build a new monopile facility in the UK. This will be their first such facility and will be the
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:6:first monopile manufacturing facility in the UK. The monopiles will be used in the offshore wind industry and
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:6:provide the supports that are driven into the seabed. The facility will produce monopiles up to 120m long,
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:7:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:8:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:9:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:10:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:11:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:12:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:12:3.4.3 Demolition and crushing (Pile head)
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:12: • Demolition material will be segregated and stockpiled on site and removed regularly to avoid large
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:13:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:14:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:15:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:16:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:17:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:18:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:19:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:20:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:21:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:21:SeAH Wind are to build a new monopile facility in the UK. This will be their first such facility and will be the
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:21:first monopile manufacturing facility in the UK. The monopiles will be used in the offshore wind industry and
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:21:provide the supports that are driven into the seabed. The facility will produce monopiles up to 120m long,
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:22:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:23:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:24:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:25:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:27:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:28:Project: SeAH Monopile Facility
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:29: Project: SeAH Monopile Facility
R-2022-0454-CD-PN 0454.pdf:1:Plan April 2022 for the SeAH Monopile Facility Issued by: K2 Consultancy Ltd.
R-2022-0454-CD-PN 0454.pdf:1:pile and foundation arising’s within the confines of the site, beneath the capping
R-2022-0454-CD-CON LAND 0454.pdf:1:Plan April 2022 for the SeAH Monopile Facility Issued by: K2 Consultancy Ltd.
R-2022-0454-CD-CON LAND 0454.pdf:1:pile and foundation arising’s within the confines of the site, beneath the capping
R-2022-0454-CD-COMPLIANCE DECISION NOTICE.pdf:2:the outline application (Reserved Matters for first end user SeAH Monopile
R-2022-0454-CD-61586_01 Covering Letter May 2022.pdf:1:Reserved Matters for first end user (SeAH Monopile Manufacturing Facility). Condition 5 states:
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-EA R_2021_0057_VC 12 February 2021 OFFICIAL.pdf:1: South_Tees_Stockpile_5_FRA.docx)
R-2021-0057-VC-STDC-SIZ-SB-PLA-0003 South Bank Existing Ground Level Contours and Sections.PDF:1: STOCKPILE 4A - LONG SECTION FOR PLANNING
R-2021-0057-VC-STDC-SIZ-SB-PLA-0003 South Bank Existing Ground Level Contours and Sections.PDF:1: STOCKPILE 4B & 4C - LONG SECTION
R-2021-0057-VC-STDC-SIZ-SB-PLA-0003 South Bank Existing Ground Level Contours and Sections.PDF:1: STOCKPILE 5 - LONG SECTION STDC-SIZ-SB-PLA-0003 -
R-2021-0057-VC-STDC-SCW-XX-PLA-0002 Materials Storage Site Location Plan with mounds Rev A.PDF:1: A DEC 20 4 X STOCKPILES ADDED AT SOUTH BANK KW DE JMC
R-2021-0057-VC-Decision Notice_R20210057VC.pdf:3: Stockpile 5, FRA and Drainage Strategy Addendum, First Issue, January 2021.
R-2021-0057-VC-Decision Notice_R20210057VC.pdf:3: (FAO-JABU-XX-TN-Z-0001-S30-P01-South_Tees_Stockpile_5_FRA.docx)
R-2021-0057-VC-ApplicationFormRedacted.pdf:3:•Proposed Material Storage – Stockpile 5 – Details & Sections (ref: STDC-SIZ-SB-PLA-0006 Rev -), prepared by Teesworks;
R-2021-0057-VC-ApplicationFormRedacted.pdf:3:•Proposed Material Storage Stockpile 4A, B & C Details & Sections (ref: STDC-SIZ-SB-PLA-0005 Rev -), prepared by Teesworks.
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:2: S30-P01-South_Tees_Stockpile_5_FRA.docx)
R-2021-0057-VC-Officer report _R20210057VC.pdf:9: Tees Site Company Stockpile 5, FRA and Drainage Strategy Addendum,
R-2021-0057-VC-Officer report _R20210057VC.pdf:9: South_Tees_Stockpile_5_FRA.docx) received by the Local Planning
R-2021-0057-VC-STDC-SIZ-SB-PLA-0005 South Bank Proposed Stockpiles 4a b c Details and Sections.PDF:1: STOCKPILE 4B
R-2021-0057-VC-STDC-SIZ-SB-PLA-0005 South Bank Proposed Stockpiles 4a b c Details and Sections.PDF:1: 0 0 STOCKPILE 5
R-2021-0057-VC-STDC-SIZ-SB-PLA-0005 South Bank Proposed Stockpiles 4a b c Details and Sections.PDF:1: 40 Top of Stockpile · STDC-SIZ-GP-PLA-0001-7
R-2021-0057-VC-STDC-SIZ-SB-PLA-0005 South Bank Proposed Stockpiles 4a b c Details and Sections.PDF:1: STOCKPILE 4C
R-2021-0057-VC-STDC-SIZ-SB-PLA-0005 South Bank Proposed Stockpiles 4a b c Details and Sections.PDF:1: STOCKPILE 4A LAND AREA (M²) 4628
R-2021-0057-VC-STDC-SIZ-SB-PLA-0005 South Bank Proposed Stockpiles 4a b c Details and Sections.PDF:1: Proposed stockpile locations
R-2021-0057-VC-STDC-SIZ-SB-PLA-0005 South Bank Proposed Stockpiles 4a b c Details and Sections.PDF:1: LONG SECTION STOCKPILE 4A
R-2021-0057-VC-STDC-SIZ-SB-PLA-0005 South Bank Proposed Stockpiles 4a b c Details and Sections.PDF:1: Top of Stockpile
R-2021-0057-VC-STDC-SIZ-SB-PLA-0005 South Bank Proposed Stockpiles 4a b c Details and Sections.PDF:1: Top of Stockpile (mAOD)
R-2021-0057-VC-STDC-SIZ-SB-PLA-0005 South Bank Proposed Stockpiles 4a b c Details and Sections.PDF:1: CROSS SECTION STOCKPILE 4A & 4C
R-2021-0057-VC-STDC-SIZ-SB-PLA-0005 South Bank Proposed Stockpiles 4a b c Details and Sections.PDF:1: LONG SECTION STOCKPILES 4B & 4C SCALE: H 1:1000,V 1:500
R-2021-0057-VC-STDC-SIZ-SB-PLA-0005 South Bank Proposed Stockpiles 4a b c Details and Sections.PDF:1: Top of Stockpile
R-2021-0057-VC-STDC-SIZ-SB-PLA-0005 South Bank Proposed Stockpiles 4a b c Details and Sections.PDF:1: Top of Stockpile Drawing Name:
R-2021-0057-VC-STDC-SIZ-SB-PLA-0005 South Bank Proposed Stockpiles 4a b c Details and Sections.PDF:1: Chainage (m) STOCKPILE 4A, B & C
R-2021-0057-VC-STDC-SIZ-SB-PLA-0005 South Bank Proposed Stockpiles 4a b c Details and Sections.PDF:1: CROSS SECTION STOCKPILE 4B Checked by: DE Date: DEC 20
R-2021-0057-VC-STDC-SIZ-SB-PLA-0005 South Bank Proposed Stockpiles 4a b c Details and Sections.PDF:1: CROSS SECTION STOCKPILE 4A SCALE: H 1:1000,V 1:500 Approved by:JMc Date: DEC 20
R-2021-0057-VC-FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.PDF:1:Company Stockpile 5
R-2021-0057-VC-FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.PDF:1:FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.docx i
R-2021-0057-VC-FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.PDF:2:FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.docx i
R-2021-0057-VC-FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.PDF:3:FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.docx ii
R-2021-0057-VC-FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.PDF:4:FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.docx iii
R-2021-0057-VC-FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.PDF:5:FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.docx iv
R-2021-0057-VC-FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.PDF:6: Section 73 Application relating to two additional stockpiles (Stockpile 4 and 5) within the
R-2021-0057-VC-FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.PDF:6:FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.docx 1
R-2021-0057-VC-FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.PDF:7:FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.docx 2
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R-2021-0057-VC-NGN.pdf:5: and piles of spoil. 2. Move away from the
R-2021-0057-VC-STDC-SIZ-SB-PLA-0006 South Bank Proposed Stockpile 5 Details and Sections.PDF:1: STOCKPILE 5
R-2021-0057-VC-STDC-SIZ-SB-PLA-0006 South Bank Proposed Stockpile 5 Details and Sections.PDF:1: 60 Proposed stockpile locations
R-2021-0057-VC-STDC-SIZ-SB-PLA-0006 South Bank Proposed Stockpile 5 Details and Sections.PDF:1: STOCKPILES 4A, B & C 20.000
R-2021-0057-VC-STDC-SIZ-SB-PLA-0006 South Bank Proposed Stockpile 5 Details and Sections.PDF:1: Top of Stockpile
R-2021-0057-VC-STDC-SIZ-SB-PLA-0006 South Bank Proposed Stockpile 5 Details and Sections.PDF:1: Top of Stockpile
R-2021-0057-VC-STDC-SIZ-SB-PLA-0006 South Bank Proposed Stockpile 5 Details and Sections.PDF:1: LONG SECTION STOCKPILE 5
R-2021-0057-VC-STDC-SIZ-SB-PLA-0006 South Bank Proposed Stockpile 5 Details and Sections.PDF:1: Top of Stockpile
R-2021-0057-VC-STDC-SIZ-SB-PLA-0006 South Bank Proposed Stockpile 5 Details and Sections.PDF:1: Top of Stockpile (mAOD)
R-2021-0057-VC-STDC-SIZ-SB-PLA-0006 South Bank Proposed Stockpile 5 Details and Sections.PDF:1: STOCKPILE 5
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:9:At the time of the siteworks the site is covered by stockpiles of aggregates from the steelmaking process,
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:9:and the stockpiles the area is generally level and covered with aggregates of steel biproducts.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:14: stockpiled on site. The SLEMS is understood to be located compounds (VOC), semi volatile organic compounds
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:16:• Depending on pile design for future structures, vertical migration of impacts down foundation piles is
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:9:At the time of the siteworks the site is covered by stockpiles of aggregates from the steelmaking process,
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:9:and the stockpiles the area is generally level and covered with aggregates of steel biproducts.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:14: stockpiled on site. The SLEMS is understood to be located compounds (VOC), semi volatile organic compounds
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:16:• Depending on pile design for future structures, vertical migration of impacts down foundation piles is
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:315:1740101 SSA A 0.00 Stockpile_45440:52275 SOIL NAD none Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:315:1740102 SSD D 0.00 Stockpile_45440:52275 SOIL NAD none Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:315:1740103 SSC C 0.00 Stockpile_45440:52275 SOIL NAD none Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:315:1740104 SSE E 0.00 Stockpile_45440:52275 SOIL NAD none Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:315:1740105 SSB B 0.00 Stockpile_45440:52275 SOIL NAD none Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:34:1740101 SSA A 0.00 Stockpile_45440:52275 SOIL NAD none Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:34:1740102 SSD D 0.00 Stockpile_45440:52275 SOIL NAD none Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:34:1740103 SSC C 0.00 Stockpile_45440:52275 SOIL NAD none Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:34:1740104 SSE E 0.00 Stockpile_45440:52275 SOIL NAD none Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf:34:1740105 SSB B 0.00 Stockpile_45440:52275 SOIL NAD none Jordan Eadington
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:9:At the time of the siteworks the site is covered by stockpiles of aggregates from the steelmaking
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:9:of the viewing platform and the stockpiles the area is generally level and covered with aggregates of
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:14:represent potential UXO risk. Should redevelopment require the installation of piled foundations or deep
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:26:Representative samples will be taken from in-situ placement locations or from stockpiles. Where
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:26:stockpile samples are required, they will be collected as a composite sample. Stockpiles will be
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:26:stockpiled for treatment. Stockpile and treatment areas will be required to be placed on impermeable
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:26: • Where encountered, piled foundations shall be removed to a maximum extent of +6.3m OD. A
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:29:ACM has to be removed to facilitate removal of structures it shall be separately stockpiled and covered
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:29:and covered when stockpiled.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:29:Soils which have been identified as containing asbestos (or suspected to) will be stockpiled separately
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:30:stockpiles and subjected to testing and grading to ensure suitability as defined in series 600 of the
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:31:sealing of stockpiles and vehicle wash facilities to prevent the transfer of mud and debris from the site
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:47: Bioventing Reduction Oxidation (ISCO) with potential low thermal Desorption Treatment (Enhanced Source Pathway Amended Biopiles / Ex Situ Soil Washing
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:9:At the time of the siteworks the site is covered by stockpiles of aggregates from the steelmaking process,
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:10:and the stockpiles the area is generally level and covered with aggregates of steel biproducts.
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:18: stockpiled on site. The SLEMS is understood to be located compounds (VOC), semi volatile organic compounds
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:21:• Depending on pile design for future structures, vertical migration of impacts down foundation piles is
R-2023-0224-CD-50134151_1_CPP.pdf:35:All vehicles, plant and equipment (including pile drivers, mobile cranes on-road load handling equipment i.e.
R-2023-0224-CD-50134151_1_CPP.pdf:40:Stockpile management should include:
R-2023-0224-CD-50134151_1_CPP.pdf:40: Locating stockpiles well away from watercourses, ditches, drains, the root or crown spread of trees and
R-2023-0224-CD-50134151_1_CPP.pdf:40: Removing vegetation (other than grass) and waste materials from storage areas before forming stockpiles
R-2023-0224-CD-50134151_1_CPP.pdf:40: Restricting topsoil stockpile heights to 4 meters unless agreed otherwise
R-2023-0224-CD-50134151_1_CPP.pdf:40: Keeping side slope angles of a stockpile below 40° if not seeded and below 25° if seeded
R-2023-0224-CD-50134151_1_CPP.pdf:40: Ensuring that the top of a stockpile is inclined (slope at 2%)
R-2023-0224-CD-50134151_1_CPP.pdf:40: Seeding the stockpiles if the soil is to be stockpiled for more than five months or if invasive plants are
R-2023-0224-CD-50134151_1_CPP.pdf:61:Stockpiles shall be screened, sheeted, enclosed and or sprayed as required, especially in dry and windy
R-2023-0224-CD-ECL. 007.04.01CEMP-ANNEX.1 Issue 2.pdf:13: graded stockpiles stored on hard paved areas where possible with provision for interception
R-2023-0224-CD-50134216_1_CEMP.pdf:16:Impacts relating to contaminated land are covered in Section 6 and dust from excavations and stockpiles is
R-2023-0224-CD-50134216_1_CEMP.pdf:16: The amount of exposed ground and soil stockpiles from which water
R-2023-0224-CD-50134216_1_CEMP.pdf:16: Temporary stockpiles shall not exceed 3m in height, and stockpiles of
R-2023-0224-CD-50134216_1_CEMP.pdf:17: Once the topsoil has been placed in stockpiles:
R-2023-0224-CD-50134216_1_CEMP.pdf:17: No other material will be placed on top of the stockpile;
R-2023-0224-CD-50134216_1_CEMP.pdf:17: No construction plant shall traffic or pass over the stockpile;
R-2023-0224-CD-50134216_1_CEMP.pdf:17: The stockpile shall be protected from contamination;
R-2023-0224-CD-50134216_1_CEMP.pdf:20: Stockpiles / Dust generated, Earthworks and stockpiles will be kept damp or treated, especially during
R-2023-0224-CD-50134216_1_CEMP.pdf:20: protected Stockpiles will be of the minimum practicable height and will be located
R-2023-0224-CD-50134216_1_CEMP.pdf:20: species away from the site boundary / sensitive receptors. Stockpiles will be
R-2023-0224-CD-ECL.007.04.01CEMP-ANNEX.4 Issue 2 COMPRESSED.pdf:7: measures (e.g. correct packaging of potentially dusty materials, sheltering of stockpiles,
R-2023-0224-CD-1425_PL100_B - Site Location Plan.pdf:1: 11 1 Stockpile 11.
R-2023-0224-CD-1425_PL100_B - Site Location Plan.pdf:1: 1 Stockpile 1 9.545 71
R-2023-0224-CD-ECL.007.04.01_ADM - Issue 1a (3 of 3).pdf:48:partners AECOM and the National Physical Laboratory. compiled by Air Quality Consultants Ltd.
R-2023-0224-CD-ECL.007.04.01CEMP-ANNEX.3 Issue 2.pdf:2: Control of Dust from Stockpiles 5
R-2023-0224-CD-ECL.007.04.01CEMP-ANNEX.3 Issue 2.pdf:7: Control of Dust from Stockpiles
R-2023-0224-CD-ECL.007.04.01CEMP-ANNEX.3 Issue 2.pdf:7: Mitigation measures for stockpiles for instance of aggregate, soils etc., shall be as follows:
R-2023-0224-CD-ECL.007.04.01CEMP-ANNEX.3 Issue 2.pdf:7: stockpiles and mounds will be kept away from sensitive receptors where
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-ECL.007.04.01CEMP-ANNEX.3 Issue 2.pdf:7: surface water will be directed away from stockpiles;
R-2023-0224-CD-ECL.007.04.01CEMP-ANNEX.3 Issue 2.pdf:7: materials stockpiles likely to generate dust will be enclosed or securely sheeted,
R-2023-0224-CD-ECL.007.04.01CEMP-ANNEX.3 Issue 2.pdf:8: steep side stockpiles will be avoided where practicable
R-2023-0224-CD-ECL.007.04.01CEMP-ANNEX.3 Issue 2.pdf:8: material stock piles exceeding 6 months will be seeded or covered;
R-2023-0224-CD-ECL.007.04.01CEMP-ANNEX.3 Issue 2.pdf:8: height of stockpiles will be managed and kept as low as reasonably practicable;
R-2023-0224-CD-PN 0224.pdf:1: There is a possibility that foundations will be piled and therefore a risk
R-2023-0224-CD-ECL.007.04.01CEMP-ANNEX.5 Issue 2.pdf:10: Development Site boundaries, including areas designed to accommodate stockpiles and
R-2023-0224-CD-ECL.007.04.01CEMP-ANNEX.2 Issue 2 COMPRESSED.pdf:7: measures (e.g. correct packaging of potentially dusty materials, sheltering of stockpiles,
R-2023-0247-OOM-TV_BAF_Landscape_and_Visual_Appraisal_Part_1of2.pdf:18: ground with temporary stockpiles of spoil as part of ongoing remediation works on
R-2023-0247-OOM-TV_BAF_Landscape_and_Visual_Appraisal_Part_1of2.pdf:18: There is a combination of crushed stone stockpiles, built up ground, and stripped
R-2023-0247-OOM-TV_BAF_Landscape_and_Visual_Appraisal_Part_1of2.pdf:26: bare ground with stockpiles of spoil following remediation works on the adjacent
R-2023-0247-OOM-TV_BAF_Landscape_and_Visual_Appraisal_Part_1of2.pdf:34:6.81 In terms of the site character, it constitutes bare ground with stockpiles of spoil
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:6: Facility, however it is expected that piled foundations may be required. It is noted within this report that
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:6: piles be required as part of the final development design, then further assessment may be required.
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:15: the site walkover, the majority of the site currently constitutes bare ground/stockpiles following
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:20: The proposed development is anticipated to include piled foundations and deep excavations which may form preferential pathways for
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:23: preferential pathways (i.e. piled foundations) Principal Aquifer Medium Unlikely Low
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:25: use of basements and piles (although it is expected that piles will be installed at the site).
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:38: The proposed development is understood to include piled foundations and potential deep excavations which may form preferential
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:39: life of the development. Contaminant migration may occur via preferential pathways formed by piles and subterranean structures,
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:41: pathways (i.e. piled
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:42: incorporate additional features relevant to investigation/remediation of contaminated land; piled
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:42: an appropriately worded planning condition, to confirm that piled foundations will not present a
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:43: Preparation of To confirm that piled foundations will not The EA do not consider the risk to
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:45: works. Arcadis recommended that should redevelopment require the installation of piled foundations
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:45: exact design for the BA has not been finalised, but it is anticipated that piled foundations will be
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:45: commercial/industrial use is taken by Arcadis as excluding the need for piled foundations and the
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:45: associated potential contamination pathways to the deeper aquifer. Since piled foundations may be
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:47: excavated material be stockpiled on site and subject to chemical testing for the purposes of disposal
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:48:5.4.4 Piled Foundations
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:48: The Arcadis Phase 2 Environmental Assessment recommended that in the event that piled
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:48: potential risks to groundwater from preferential pathways created by piled foundations. Later
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:48: was prepared for a generic commercial land use with no piled foundations.
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:48: It is expected that the proposed development may include piled foundations and it is recommended
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:48: that the piled foundations will create no significant risk of contaminant migration in groundwater, and
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:50: no piled A PWRA should be undertaken for the proposed development upon receipt of specific piling
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:50: works. Arcadis recommended that should redevelopment require the installation of piled
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:8: bowser for dust suppression around site, including on roads and stockpiles, and a
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:24: constitutes bare ground / stockpiles as a result of the remediation works on the
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:26: currently constitutes bare ground with stockpiles of spoil following remediation
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:53: which would be piled into the underlying ground. The ground conditions at the
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:56: their bases will sit on piles to distribute the load into the underlying ground.
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:95: groundwater such as piles, for example, by the provision of granular
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:147: Minimising the amount of exposed ground and soil stockpiles from which water This commitment is still applicable and will be
R-2023-0247-OOM-EP CL.pdf:2:Due to the final layout not known at this time the review expects that piles will be
R-2023-0247-OOM-EP CL.pdf:2:(PWRA) is carried out to ensure that piling or piled foundations will not present a
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:16: bare ground/stockpiles as a result of completed remediation works on the site and on adjacent
R-2023-0247-OOM-TV_BAF_Planning_and_Design_Statement.pdf:10: site and, as a part of this work, temporary material stockpiles are currently located
R-2023-0247-OOM-TV_BAF_Planning_and_Design_Statement.pdf:11: the disposition of temporary materials stockpiles on the BA Facility site.
R-2023-0247-OOM-TV_BAF_Planning_and_Design_Statement.pdf:17: sufficient storage area/volume for stockpiled material.
R-2023-0247-OOM-TV_BAF_Planning_and_Design_Statement.pdf:17: storage stockpiles may have one or more open sides beneath a roof. Alternatively,
R-2023-0247-OOM-TV_BAF_Planning_and_Design_Statement.pdf:20: stockpiles.
R-2023-0247-OOM-TV_BAF_Planning_and_Design_Statement.pdf:22: pages. These illustrate how the main elements (process building, stockpile,
R-2023-0247-OOM-TV_BAF_Planning_and_Design_Statement.pdf:35:5.70. The site currently hosts stockpiles of material from the remediation of the ERF site
R-2023-0247-OOM-TV_BAF_Shadow_HRA.pdf:11: and stockpiles, will also be employed where necessary.
R-2023-0247-OOM-TV_BAF_Shadow_HRA.pdf:17: hammering of metal piles) can cause disturbances to birds.
R-2023-0247-OOM-TV_BAF_Shadow_HRA.pdf:36: Notes for compilers:
R-2023-0247-OOM-TV_BAF_Shadow_HRA.pdf:36: Information Sheet on Ramsar Wetlands. Compilers are strongly advised to read this guidance before filling in the
R-2023-0247-OOM-TV_BAF_Shadow_HRA.pdf:36:3. Once completed, the RIS (and accompanying map(s)) should be submitted to the Ramsar Secretariat. Compilers
R-2023-0247-OOM-TV_BAF_Shadow_HRA.pdf:36:1. Name and address of the compiler of this form: FOR OFFICE USE ONLY.
R-2023-0247-OOM-TV_BAF_Ecological_Impact_Assessment.pdf:10: In addition to general habitat classification, a list was compiled of observed plant species using
R-2023-0247-OOM-TV_BAF_Ecological_Impact_Assessment.pdf:15: The majority of the site constitutes bare ground/stockpiles as a result of remediation works on
R-2023-0247-OOM-TV_BAF_Ecological_Impact_Assessment.pdf:36: Plate 4: Stockpiled aggregate on western boundary of site. All visible vegetation in this photo is
R-2023-0247-OOM-TV_BAF_Air_Quality_Assessment.pdf:20: stockpiles, may also be employed where necessary..
R-2023-0247-OOM-TV_BAF_Air_Quality_Assessment.pdf:34: high as any stockpiles on site.
R-2021-0316-VC-Officer report _R20210316VC.pdf:1:introduce a larger storage mound known as stockpile 2 on the original plans.
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: South_Tees_Stockpile_5_FRA.docx) received by the Local Planning
R-2021-0316-VC-Officer report _R20210316VC.pdf:8: Authority on 21/01/21 and South Tees Site Company Stockpile 2, FRA
R-2021-0316-VC-Officer report _R20210316VC.pdf:8: XX-XX-TN-Z-0002-S3-P01-South_Tees_Stockpile_2_FRA.docx)
R-2021-0316-VC-STDC-SCW-XX-PLA-0002 Materials Storage Site Location Plan - Rev B.pdf:1: A DEC 20 4 X STOCKPILES ADDED AT SOUTH BANK KW DE JMC
R-2021-0316-VC-Metals Recovery Area Cover letter.pdf:1:(referred to as stock pile 2 on the original plans), has been identified by Teesworks (shown on the plan ref.
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: (FAO-JABU-XX-TN-Z-0001-S30-P01-South_Tees_Stockpile_5_FRA.docx)
R-2021-0316-VC-Decision Notice_R20210316VC.pdf:3: Company Stockpile 2, FRA and Drainage Strategy Addendum, First Issue,
R-2021-0316-VC-Decision Notice_R20210316VC.pdf:3: South_Tees_Stockpile_2_FRA.docx) received by the Local Planning Authority
R-2021-0316-VC-Metals Recovery Area Proposed Stockpile 2 Contours and Sections.pdf:1: N STOCK PILE 2 (REVISED)
R-2021-0316-VC-Metals Recovery Area Proposed Stockpile 2 Contours and Sections.pdf:1: 2. Existing and stockpile levels
R-2021-0316-VC-Metals Recovery Area Proposed Stockpile 2 Contours and Sections.pdf:1: Proposed stockpile location
R-2021-0316-VC-Metals Recovery Area Proposed Stockpile 2 Contours and Sections.pdf:1: A MAR 21 STOCKPILE FOOTPRINT REVISED LCD - -
R-2021-0316-VC-Metals Recovery Area Proposed Stockpile 2 Contours and Sections.pdf:1: PROPOSED STOCK PILE 2
R-2021-0316-VC-Metals Recovery Area Proposed Stockpile 2 Contours and Sections.pdf:1: Top of Stockpile Top of Stockpile
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:1:Company Stockpile 2
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:1:FAO-JBAU-XX-XX-TN-Z-0002-S3-P01-South_Tees_Stockpile_2_FRA.docx i
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:2:FAO-JBAU-XX-XX-TN-Z-0002-S3-P01-South_Tees_Stockpile_2_FRA.docx i
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:3:FAO-JBAU-XX-XX-TN-Z-0002-S3-P01-South_Tees_Stockpile_2_FRA.docx ii
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:4:FAO-JBAU-XX-XX-TN-Z-0002-S3-P01-South_Tees_Stockpile_2_FRA.docx iii
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:5:FAO-JBAU-XX-XX-TN-Z-0002-S3-P01-South_Tees_Stockpile_2_FRA.docx iv
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:6: Section 73 Application relating an additional stockpile (Metals Recovery Stockpile 2) within
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:6: Appendix A (STDC-SIZ-MR-PLA-0003 Metals Recovery Proposed Stockpile 2 Contours and
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:6:FAO-JBAU-XX-XX-TN-Z-0002-S3-P01-South_Tees_Stockpile_2_FRA.docx 1
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:7: It is proposed to discharge runoff from the Metals Recovery Stockpile 2 to the adjacent
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:7:FAO-JBAU-XX-XX-TN-Z-0002-S3-P01-South_Tees_Stockpile_2_FRA.docx 2
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:8: The Metals Recovery Stockpile 2 is located within Flood Zone 1, therefore, at low risk of
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:8: The Metals Recovery Stockpile 2 is generally at very low risk from surface water flooding
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:8: The risk of flooding to Metals Recovery Stockpile 2 is considered to be low from all sources.
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:8:FAO-JBAU-XX-XX-TN-Z-0002-S3-P01-South_Tees_Stockpile_2_FRA.docx 3
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:9: Stockpile 2
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:9:FAO-JBAU-XX-XX-TN-Z-0002-S3-P01-South_Tees_Stockpile_2_FRA.docx 4
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:10: Stockpile 2
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: Maintenance and management of the Metals Recovery Stockpile 2 storage mound and
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:10:FAO-JBAU-XX-XX-TN-Z-0002-S3-P01-South_Tees_Stockpile_2_FRA.docx 5
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:11: The risk of flooding arising to the Metals Recovery Stockpile 2 storage mound is considered
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:11:FAO-JBAU-XX-XX-TN-Z-0002-S3-P01-South_Tees_Stockpile_2_FRA.docx 6
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:12:FAO-JBAU-XX-XX-TN-Z-0002-S3-P01-South_Tees_Stockpile_2_FRA.docx 7
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:13:A.1 STDC-SIZ-MR-PLA-0003 Metals Recovery Proposed Stockpile 2 Contours and Sections
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:13:FAO-JBAU-XX-XX-TN-Z-0002-S3-P01-South_Tees_Stockpile_2_FRA.docx 8
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:14:FAO-JBAU-XX-XX-TN-Z-0002-S3-P01-South_Tees_Stockpile_2_FRA.docx 9
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:15:FAO-JBAU-XX-XX-TN-Z-0002-S3-P01-South_Tees_Stockpile_2_FRA.docx 10
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:16:FAO-JBAU-XX-XX-TN-Z-0002-S3-P01-South_Tees_Stockpile_2_FRA.docx 11
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:17:FAO-JBAU-XX-XX-TN-Z-0002-S3-P01-South_Tees_Stockpile_2_FRA.docx 12
R-2021-0316-VC-1400007002.pdf:5: and piles of spoil. 2. Move away from the
R-2021-0316-VC-ApplicationFormRedacted.pdf:3:- Metals Recovery Proposed Stock Pile 2 Contours and Sections (ref: STDC-SIZ-MR-PLA-0003), prepared by Teesworks
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter D - Noise & Vibration - Dec 2020.pdf:25: 4 240 mm pile diameter 88
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter E - Air Quality - Dec 2020.pdf:25: least as high as any stockpiles on site;
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter E - Air Quality - Dec 2020.pdf:26: vii. Cover, seed or fence stockpiles to prevent wind whipping; and
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter E - Air Quality - Dec 2020.pdf:26: i. Re-vegetate earthworks and exposed areas/soil stockpiles to stabilise surfaces as soon
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter J - LVIA - Dec 2020.pdf:38: installation of suitable site hoarding, careful siting and management of materials stockpiles and
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter J - LVIA - Dec 2020.pdf:54: 3 Careful siting and management of materials stockpiles to reduce prominence on site by
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:24: consolidated tidal flat deposits, indicates the potential requirement for piled foundations or
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:35: it shall be separately stockpiled and covered to control potential dust generation. If soils
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:35: soils wet whilst handled and covered when stockpiled. The requirement for additional asbestos
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:36: and all stockpile sample nomenclature would ensure individual identification. This soil audit
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:22: Gas cleaning Stockpiled at site, mobility of Pb and Zn reduced by
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:22: 15 ü Coke and coal . action. Fines from stockpiles would increase
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:161: Area of Mobile Tools and Stockpiles
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:163: -T19 -T4 -T10 E-D-T7 -T2 Area of Mobile Tools and Stockpiles
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1419:tanks and several piles of waste including brick, concrete and wood are also present. Ground levels range
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1419:water treatment works, substations and storage/stockpile areas for slag and other wastes. Disused railway
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1441:The current building foundations are understood to be piled through the superficial deposits into the mudstone
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1447: contaminant migration into the underlying bedrock aquifers via preferential pathways caused by pile
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1496:stockpiles of waste materials located in the southeast (within the area of a former water treatment plant). A
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1517:• The vertical migration of impacts down piled structures is considered potentially active.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1529:• The vertical migration of impacts down piled foundations is considered potentially active.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1530:potential to attack concrete within foundation piles.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1588: Piled Foundations ……………………………………………………………………………………………………………..15
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1598: they prevent the easy installation of piles and other sub-surface structures associated with the new
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1598:contain large boulder size fragments of slag that would obstruct installation of future piles and other
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1603: Removal of material that would prevent the use of cone penetration testing to clear future pile locations
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1603: Piled Foundations
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1603:If a piled foundation solution is adopted, then either driven or continuous flight auger (CFA) piles could be
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1603:utilised. Driven piles have the advantage of improving the density of the ground whereas CFA piles could
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1603:of driven piles is that they can cause unacceptable amounts of vibration that could potentially damage nearby
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1603:above and underground structures. If driven piles are used then assurances will need to be sought from the
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1603:the extent that it is likely that piles will need to be designed to end bear within the underlying bedrock deposits.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1604:There are several reasons why designing piles to end bear within the superficial deposits are likely to be
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1604: deposits may suffer from excessive settlement and may add additional load to piles (negative skin
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1604: would provide a suitable stratum into which to end bear piles. However, at this site not only was the
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1604: laminated clays. The soft consistency of the Glaciolacustrine Deposits could be problematic for piles
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1604:For these reasons it is considered prudent to design piles to transfer loads to the bedrock deposits located
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1604:beneath the full sequence of superficial deposits. Shallower piles may be suitable for some proposed buildings
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1604:If it is assumed that most piles will extend a short distance into the bedrock, the anticipated pile lengths will be
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1604:drawing will provide an indication of the likely required pile length. However, it should be noted that as the
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1604:Installation of piles at the site will be complicated by two further factors: the presence of obstructions (including
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1605: Probing at future pile locations to clear for future obstruction and UXO clearance prior to backfilling of
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1607:Given that UXO are potentially present beneath the site, any piles will need to be pre-cleared prior to piling.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1607: located and preferably the pile layout design. Two options are available:
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1607: which in the right ground conditions could potentially be extended to 2m. Therefore, if the pile
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1607: o If the precise pile layout is known, then it would be necessary to reduce the number of CPT
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1607: probe holes to ensure that each individual pile/pile group is cleared. This will reduce the
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1607: that this is only undertaken at the proposed pile locations where the subsequent installation of the pile
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1607:warehouses) then settlement reducing piles or lime columns may be appropriate.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1607:avoided, the slab will need to be thickened, or piled. In Area B, the presence of more expansive slag will also
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1610:For new structures within Area B, piling is likely to prove the most cost effective solution. Piles would need to
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1610:be predrilled to overcome obstructions and UXO clearance carried out at each location. Piles would also need
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1628: redevelopment require the installation of piled foundations or deep ground improvement, clearance of
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1638:complete removal and weathering, use of suspended floors, and installation of piles isolated from potential
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1638: If a piled solution is adopted some excavation or pre-probing likely to remove sub surface obstructions.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1638:risk. Given engineering controls may include piled solutions the recommendations in Section 3.6 of the GRA
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1643:installation of piles, utilities and to maximise the lifespan of external hardstanding, roadways etc. In all cases,
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1671:addition to large stockpiles of material. Land to the east and west of the former South Bank works is
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1685: Redcar: Replacement Cle3/8 ground is located in the southwest which is an area that formerly contained stockpiles of slag
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1712: facilities, material stock piles, chimneys, conveyors and tracks (North).
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1731: piles of dumped materials are also present adjacent to the western side of the hardstanding. Hardstanding
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1733: pump houses, meter houses, pipes, tanks, refuse piles, blast furnaces, water coolers, reservoirs, sluice,
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1754: Biopiles S S S S
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1758:Subject to viability and if piling is used in the final design it may be possible to re-use pile and foundation
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1764:include siting soil stockpiles and temporary storage tanks away from surface water drain entry points and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1885:permit. The stockpiles of soil are to be imported and be used for land remediation, and
R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:28: monopiles and transition pieces; top sides; blades; nacelles; and gearing systems. Interest has
R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:43: 3 Careful siting and management of materials stockpiles; and
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter K - Waste and Materials - Dec 2020(1).PDF:15: data compiled from the Building Research Establishment (BRE) SMARTstart tool (Ref 20),
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter K - Waste and Materials - Dec 2020(1).PDF:20: data compiled from the Building Research Establishment (BRE) SMARTstart tool (Ref 20),
R-2020-0820-ESM-Lackenby ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:16: piled foundations or ground improvement works in relation to structures sensitive to
R-2020-0820-ESM-Lackenby ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:21: management of materials stockpiles and the sensitive siting of site welfare and other temporary
R-2020-0820-ESM-Lackenby ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:22: 3 Careful siting and management of materials stockpiles to reduce prominence on site by
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter B - Site Description and Scheme Proposals - Dec 2020.PDF:18: and construction and operation of a new solid piled quay set back into the riverbank. Due to
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter B - Site Description and Scheme Proposals - Dec 2020.PDF:31: 2 The careful siting and management of material stock piles welfare buildings and other
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter B - Site Description and Scheme Proposals - Dec 2020.PDF:31: which are at least as high as any stockpiles on site;
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter B - Site Description and Scheme Proposals - Dec 2020.PDF:33: as high as any stockpiles on site;
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter B - Site Description and Scheme Proposals - Dec 2020.PDF:33: 17 Cover, seed or fence stockpiles to prevent wind whipping; and
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter B - Site Description and Scheme Proposals - Dec 2020.PDF:34: 30 Re-vegetate earthworks and exposed areas/soil stockpiles to stabilise surfaces as soon as
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter M - Mitigation and Monitoring - Dec 2020.PDF:11: stockpiled and covered to control potential dust
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter M - Mitigation and Monitoring - Dec 2020.PDF:11: and covered when stockpiled.
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter M - Mitigation and Monitoring - Dec 2020.PDF:11: piles be proposed.
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter M - Mitigation and Monitoring - Dec 2020.PDF:13: stockpiles to reduce prominence on site by
R-2020-0270-FFM-a) Stay safe near our pipes.pdf:3: and piles of spoil. 2. Move away from the
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:13:addition to large stockpiles of material. Land to the east and west of the former South Bank works is
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:27: Redcar: Replacement Cle3/8 ground is located in the southwest which is an area that formerly contained stockpiles of slag
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:58: facilities, material stock piles, chimneys, conveyors and tracks (North).
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:80: piles of dumped materials are also present adjacent to the western side of the hardstanding. Hardstanding
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:82: pump houses, meter houses, pipes, tanks, refuse piles, blast furnaces, water coolers, reservoirs, sluice,
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:103: Biopiles S S S S
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:107:Subject to viability and if piling is used in the final design it may be possible to re-use pile and foundation
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:112:include siting soil stockpiles and temporary storage tanks away from surface water drain entry points and
R-2021-0432-FFM-2383_JSH024_Soil Treatment Area OGL Survey.PDF:1: 10.057 9.832 10.082 10.040 Stockpiles Removed from Site Pre-start
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:4:4.2.1 Biopiles / Windrows ……………………………………………………………………………………………………………. 6
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:10:Ex-situ, aerobic bioremediation. Most commonly applied through the use of biopiles, windrows or landfarming
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:materials stockpiled as well as collected precipitation from within the treatment area. The collected water and
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:12:4.2.1 Biopiles / Windrows
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:12:Following construction the Biopiles / Windrows the materials shall be left in treatment for periods without full
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:13:During active construction of biopiles/windrows and during active batch treatment works, including turning and
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:13:sampling of biopiles/windrows, a a suitably trained and competent engineer shall oversee the works. They
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:23:During the construction / dismantling of bioremediation treatment piles during dry weather there is a potential
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:24: management measures such as damping down stockpiles.
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:32: piles
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:32: Human health dusts generated from soil Medium Medium Medium dismantling and processing of soil treatment piles
R-2021-0432-FFM-10035118-AUK-XX-XX-RP-ZZ-0250-02-EP_Deployment - Supporting Information.pdf:32: Visual amenity impact Low Low Low dismantling and processing of soil treatment piles
R-2021-0432-FFM-19736928_1.PDF:7:The Site’s northern area is currently occupied by several stockpiles of industrial materials from former steel
R-2021-0432-FFM-19736928_1.PDF:7:stockpiles, vary between approximately 9.5m AOD to 10.0m AOD. The surrounding industrial area is almost
R-2021-0432-FFM-19736928_1.PDF:8:occupied by stockpiles of abandoned industrial materials.
R-2021-0432-FFM-19736928_1.PDF:8:northern area is currently occupied by several stockpiles of abandoned industrial materials. The southern part
R-2021-0432-FFM-19736928_1.PDF:8:Made Ground is known to be on Site associated with the historical use of the site and the various stockpiles of
R-2021-0432-FFM-19736928_1.PDF:27: 10.057 9.832 10.082 10.040 Stockpiles Removed from Site Pre-start
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:11:stockpiles of waste materials located in the southeast (within the area of a former water treatment plant). A
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:32:• The vertical migration of impacts down piled structures is considered potentially active.
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:44:• The vertical migration of impacts down piled foundations is considered potentially active.
R-2021-0432-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI3_GI_SCR.PDF:45:potential to attack concrete within foundation piles.
R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF:16: base sections. The liberated frame section will then be relocated to a stockpile area
R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF:18:All rubble and brick work, scrap metal associated with the buildings will be stockpiled locally and this will be
R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF:18:size of approximately 5ft by 2ft and stockpiled for transport off site by others at a later date.
R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF:18: Demolition will typically be carried out top-down and on a bay-by-bay basis and materials stockpiled in waste
R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF:18: Material will be stockpiled in a windrow ready for crushing.
R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF:18: All brick and concrete will be crushed to a 6F2 Specification and stockpiled on site in the designated area.
R-2023-0339-CD-JER10061_Redcar Energy Centre_V01_230314_Report Final V3.pdf:2:The report has been compiled using the resources agreed with the client and in accordance with the scope of work
R-2023-0339-CD-JER10061_Redcar Energy Centre_V01_230314_Report Final V3.pdf:12: • Should temporarily stockpiling of contaminated materials be necessary, stockpiles will be
R-2023-0339-CD-JER10061_Redcar Energy Centre_V01_230314_Report Final V3.pdf:12: • Stockpiles of contaminated material will be stored such that cross-contamination from dust
R-2023-0339-CD-JER10061_Redcar Energy Centre_V01_230314_Report Final V3.pdf:12: minimum material will be stockpiled in a bunded hardstanding or plastic sheeted area and be
R-2023-0339-CD-JER10061_Redcar Energy Centre_V01_230314_Report Final V3.pdf:12: • A schedule of stockpiles and material movements will be maintained;
R-2023-0339-CD-JER10061_Redcar Energy Centre_V01_230314_Report Final V3.pdf:13: • Plans detailing the destination of the excavated soil within the treatment stockpiles and plans
R-2023-0339-CD-JER10061_Redcar Energy Centre_V01_230314_Report Final V3.pdf:13: detailing the dimensions and nature of the treatment stockpiles;
R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:2:use of, or rely on the contents of this report. The report has been compiled using the resources agreed with
R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:11: stockpiled materials/waste.
R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:9: stockpiled materials/waste.
R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:13: the Institute of Air Quality Management e.g. dampening/sheeting of stockpiles and exposed
R-2022-0145-CD-Riverside Ph1 WB WSIv3.pdf:7: will be compiled and fully checked during the course of the recording work.
R-2022-0355-FFM-SEAH-ASA-XX-XX.XX-A-A-0001-Design and Access Statement - 31.3.22.pdf:1:Monopile Manufacturing Facility & UK Headquarters
R-2022-0355-FFM-SEAH-ASA-XX-XX.XX-A-A-0001-Design and Access Statement - 31.3.22.pdf:5: Design & Access Statement – New Monopile Manufacturing Facility & Office Headquar
R-2022-0355-FFM-SEAH-ASA-XX-XX.XX-A-A-0001-Design and Access Statement - 31.3.22.pdf:8: Design & Access Statement – New Monopile Manufacturing Facility & Office Headquar
R-2022-0355-FFM-SEAH-ASA-XX-XX.XX-A-A-0001-Design and Access Statement - 31.3.22.pdf:9: Design & Access Statement – New Monopile Manufacturing Facility & Office Headquar
R-2022-0355-FFM-SEAH-ASA-XX-XX.XX-A-A-0001-Design and Access Statement - 31.3.22.pdf:10: Design & Access Statement – New Monopile Manufacturing Facility & Office Headquar
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:10:of the site surfacing. Stockpiles of granular materials understood to result from the steelmaking process
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:16:represent potential UXO risk. Should redevelopment require the installation of piled foundations or deep
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:17:therefore account for land raises, stockpiles and surface features.
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:19:It is not STDC’s intention to remove piles to depths below 2.5m bfl (7.5m AOD) or address the potential
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:20: Grid square of origin Excavation area or stockpile of origin
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:20: the backfill area, stockpile, or treatment area)
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:24:Where samples are required to be taken from stockpiles of materials, composite sampling from
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:24:stockpiles will be undertaken in order to collect a representative sample. Stockpiles will be subdivided
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:25:stockpiled for treatment. Stockpile and treatment areas will be required to be placed on impermeable
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:25: Where encountered, piled foundations shall be removed to a maximum extent of 2.5m bfl. A
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:27: One sample per 2,000m3 of stockpiled
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:27: One sample per 2,000m3 of stockpiled
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:28: One sample per 625m3 of stockpiled
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:28: One sample per 625m3 of stockpiled
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:30: Ex situ thermal remediation (smouldering combustion or thermopile); and,
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:30:removed to facilitate removal of structures it shall be separately stockpiled and covered to control
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:30:by maintaining mist sprays to keep the soils wet whilst handled and covered when stockpiled.
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:30:Soils which have been identified as containing asbestos (or suspected to) will be stockpiled separately
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:30:materials, they should be separated from other materials as far as practicable and stockpiled. Material
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:31:noted that these are depths from existing site levels and therefore account for land raises, stockpiles
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:33:material will be placed into stockpiles and subjected to testing and grading to ensure suitability as
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:34:sealing of stockpiles and vehicle wash facilities to prevent the transport of mud and debris from the site
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:40: Stockpiles no
R-2022-0355-FFM-20857612_1.pdf:2:SeAH Steel are looking to build a new factory in the UK making monopiles for the offshore wind
R-2022-0355-FFM-20857612_1.pdf:2:industry. The monopiles will vary in size up to a maximum of 120m long by 15.5m in diameter.
R-2022-0355-FFM-20857612_1.pdf:2:The factory will consist of the main building where the monopiles will be constructed; a
R-2022-0355-FFM-20857612_1.pdf:2:laydown/storage area for the completed monopiles prior to them being loaded on boats; and a
R-2022-0355-FFM-SEAH-ASA-00-EX-SI-D-A-0006_(S0-P2)_Proposed Landscape Plan.pdf:1: De Monopile Storage 16no
R-2022-0355-FFM-SEAH-ASA-00-EX-SI-D-A-0028_(S0-P2)_Proposed Fence & Gate Details.pdf:1: f Monopile Storage 16no Clear opening between posts TBC
R-2022-0355-FFM-Decision Notice.pdf:2: (Reserved Matters for first end user SeAH Monopile Manufacturing Facility) of
R-2022-0355-FFM-ApplicationFormRedacted.pdf:10: Offshore wind turbine monopile manufacturing plan
R-2022-0355-FFM-SEAH-ASA-00-EX-SI-D-A-0002_(S0-P1)_Proposed Parameters Plan.pdf:1: f Monopile Storage 16no
R-2022-0355-FFM-64764 SeAH Detailed Application Covering Letter March 2022(1).pdf:1:provide an offshore wind turbine monopile manufacturing plant to serve the next generation of offshore
R-2022-0355-FFM-Officer report.pdf:1:The proposed development relates to the mono-pile manufacturing plant for
R-2022-0355-FFM-Officer report.pdf:15: Phase 3 (Reserved Matters for first end user SeAH Monopile
R-2022-0355-FFM-ARCHAEOLOGIST.pdf:8: will be compiled and fully checked during the course of the recording work.
R-2022-0355-FFM-Application Form.pdf:8:be carried out on the site and the end products including Offshore wind turbine monopile manufacturing plan
R-2022-0355-FFM-20220331SeAH Transport Note Issue.pdf:1:Monopile Manufacturing Facility on land at South Bank, within the Teesworks development.
R-2022-0355-FFM-20220331SeAH Transport Note Issue.pdf:1:The proposed development will provide a monopile manufacturing facility, alongside site offices,
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:9:of the site surfacing. Stockpiles of granular materials understood to result from the steelmaking process
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:12:represent potential UXO risk. Should redevelopment require the installation of piled foundations or deep
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:13:therefore account for land raises, stockpiles and surface features.
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:15:It is not STDC’s intention to remove piles to depths below 2.5m bfl (7.5m AOD) or address the potential
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:16: Grid square of origin Excavation area or stockpile of origin
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:16: the backfill area, stockpile, or treatment area)
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:20:Where samples are required to be taken from stockpiles of materials, composite sampling from
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:20:stockpiles will be undertaken in order to collect a representative sample. Stockpiles will be subdivided
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:21:stockpiled for treatment. Stockpile and treatment areas will be required to be placed on impermeable
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:21: • Where encountered, piled foundations shall be removed to a maximum extent of 2.5m bfl. A
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:23: • One sample per 2,000m3 of stockpiled
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:23: • One sample per 2,000m3 of stockpiled
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:24: • One sample per 625m3 of stockpiled
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:24: • One sample per 625m3 of stockpiled
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:25: • Ex situ thermal remediation (smouldering combustion or thermopile); and,
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:25:removed to facilitate removal of structures it shall be separately stockpiled and covered to control
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:26:by maintaining mist sprays to keep the soils wet whilst handled and covered when stockpiled.
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:26:Soils which have been identified as containing asbestos (or suspected to) will be stockpiled separately
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:26:materials, they should be separated from other materials as far as practicable and stockpiled. Material
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:26:noted that these are depths from existing site levels and therefore account for land raises, stockpiles
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:28:material will be placed into stockpiles and subjected to testing and grading to ensure suitability as
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:29:sealing of stockpiles and vehicle wash facilities to prevent the transport of mud and debris from the site
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:151: 1.00 from wooden piles
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:198: clay with 229mm diameter square wooden piles (assumed to be
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:198:2.10 J7 piles) Sand is fine to medium. Slight hydrocarbon odour noted from
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:198: (2.50) wooden piles).
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:204: (Engineer notes wooden piles driven into upper section of clay (soft
R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:34:• Vertical migration of impacts down relic foundation piles is considered potentially active.
R-2021-0439-CD-officer report.pdf:2:strip parallel to the Tees prior to installing piles and anchor walls which will form the
R-2021-0439-CD-officer report.pdf:3:• Suitable material stockpiled, unsuitable material disposed of offsite or treated as
R-2021-0439-CD-officer report.pdf:3:stockpiled materials.
R-2021-0439-CD-officer report.pdf:3:of stippled area to finished site levels using stockpiled material.
R-2021-0439-CD-0439 Contam .pdf:2:strip parallel to the Tees prior to installing piles and anchor walls which will form the
R-2021-0439-CD-0439 Contam .pdf:2:• Suitable material stockpiled, unsuitable material disposed of offsite or treated as
R-2021-0439-CD-0439 Contam .pdf:2:stockpiled materials.
R-2021-0439-CD-0439 Contam .pdf:2:stippled area to finished site levels using stockpiled material.
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:14:represent potential UXO risk. Should redevelopment require the installation of piled foundations or deep
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:16:It is not STDC’s intention to remove piles to depth below those identified in Table 1 or to address the
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:17: Grid square of origin Excavation area or stockpile of origin
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:18: the backfill area, stockpile, or treatment area)
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:24:Where samples are required to be taken from stockpiles of materials composite sampling from
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:24:stockpiles will be undertaken in order to collect a representative sample. Stockpiles will be subdivided
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:24:stockpiled for treatment. Stockpile and treatment areas will be required to be placed on impermeable
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:25: Where encountered, piled foundations shall be removed
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:25: current ground Where encountered, piled foundations shall be removed
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:28: One sample per 2,000m3 of stockpiled
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:28: One sample per 2,000m3 of stockpiled
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:29: One sample per 625m3 of stockpiled
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:29: One sample per 625m3 of stockpiled
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:31: Ex situ thermal remediation (smouldering combustion or thermopile); and,
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:31:removed to facilitate removal of structures it shall be separately stockpiled and covered to control
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:31:by maintaining mist sprays to keep the soils wet whilst handled and covered when stockpiled.
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:31:Soils which have been identified as containing asbestos (or suspected to) will be stockpiled separately
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:31:materials, they should be separated from other materials as far as practicable and stockpiled. Material
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:32:material will be placed into stockpiles and subjected to testing and grading to ensure suitability as
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:33:sealing of stockpiles and vehicle wash facilities to prevent the transport of mud and debris from the site
R-2023-0253-RMM-ECL.007.04.01CEMP-ANNEX.5 Issue 2.pdf:10: Development Site boundaries, including areas designed to accommodate stockpiles and
R-2023-0253-RMM-ECL. 007.04.01CEMP-ANNEX.1 Issue 2.pdf:13: graded stockpiles stored on hard paved areas where possible with provision for interception
R-2023-0253-RMM-ECL.007.04.01CEMP-ANNEX.4 Issue 2 COMPRESSED.pdf:7: measures (e.g. correct packaging of potentially dusty materials, sheltering of stockpiles,
R-2023-0253-RMM-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf:233:partners AECOM and the National Physical Laboratory. compiled by Air Quality Consultants Ltd.
R-2023-0253-RMM-ECL.007.04.01CEMP-ANNEX.3 Issue 2.pdf:2: Control of Dust from Stockpiles 5
R-2023-0253-RMM-ECL.007.04.01CEMP-ANNEX.3 Issue 2.pdf:7: Control of Dust from Stockpiles
R-2023-0253-RMM-ECL.007.04.01CEMP-ANNEX.3 Issue 2.pdf:7: Mitigation measures for stockpiles for instance of aggregate, soils etc., shall be as follows:
R-2023-0253-RMM-ECL.007.04.01CEMP-ANNEX.3 Issue 2.pdf:7: stockpiles and mounds will be kept away from sensitive receptors where
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-ECL.007.04.01CEMP-ANNEX.3 Issue 2.pdf:7: surface water will be directed away from stockpiles;
R-2023-0253-RMM-ECL.007.04.01CEMP-ANNEX.3 Issue 2.pdf:7: materials stockpiles likely to generate dust will be enclosed or securely sheeted,
R-2023-0253-RMM-ECL.007.04.01CEMP-ANNEX.3 Issue 2.pdf:8: steep side stockpiles will be avoided where practicable
R-2023-0253-RMM-ECL.007.04.01CEMP-ANNEX.3 Issue 2.pdf:8: material stock piles exceeding 6 months will be seeded or covered;
R-2023-0253-RMM-ECL.007.04.01CEMP-ANNEX.3 Issue 2.pdf:8: height of stockpiles will be managed and kept as low as reasonably practicable;
R-2023-0253-RMM-1425_PL100_B - Site Location Plan.pdf:1: 11 1 Stockpile 11.
R-2023-0253-RMM-1425_PL100_B - Site Location Plan.pdf:1: 1 Stockpile 1 9.545 71
R-2023-0253-RMM-ECL.007.04.01CEMP-ANNEX.2 Issue 2 COMPRESSED.pdf:7: measures (e.g. correct packaging of potentially dusty materials, sheltering of stockpiles,
R-2023-0253-RMM-50134151_1_CPP.pdf:35:All vehicles, plant and equipment (including pile drivers, mobile cranes on-road load handling equipment i.e.
R-2023-0253-RMM-50134151_1_CPP.pdf:40:Stockpile management should include:
R-2023-0253-RMM-50134151_1_CPP.pdf:40: Locating stockpiles well away from watercourses, ditches, drains, the root or crown spread of trees and
R-2023-0253-RMM-50134151_1_CPP.pdf:40: Removing vegetation (other than grass) and waste materials from storage areas before forming stockpiles
R-2023-0253-RMM-50134151_1_CPP.pdf:40: Restricting topsoil stockpile heights to 4 meters unless agreed otherwise
R-2023-0253-RMM-50134151_1_CPP.pdf:40: Keeping side slope angles of a stockpile below 40° if not seeded and below 25° if seeded
R-2023-0253-RMM-50134151_1_CPP.pdf:40: Ensuring that the top of a stockpile is inclined (slope at 2%)
R-2023-0253-RMM-50134151_1_CPP.pdf:40: Seeding the stockpiles if the soil is to be stockpiled for more than five months or if invasive plants are
R-2023-0253-RMM-50134151_1_CPP.pdf:61:Stockpiles shall be screened, sheeted, enclosed and or sprayed as required, especially in dry and windy
R-2023-0253-RMM-50134216_1_CEMP.pdf:16:Impacts relating to contaminated land are covered in Section 6 and dust from excavations and stockpiles is
R-2023-0253-RMM-50134216_1_CEMP.pdf:16: The amount of exposed ground and soil stockpiles from which water
R-2023-0253-RMM-50134216_1_CEMP.pdf:16: Temporary stockpiles shall not exceed 3m in height, and stockpiles of
R-2023-0253-RMM-50134216_1_CEMP.pdf:17: Once the topsoil has been placed in stockpiles:
R-2023-0253-RMM-50134216_1_CEMP.pdf:17: No other material will be placed on top of the stockpile;
R-2023-0253-RMM-50134216_1_CEMP.pdf:17: No construction plant shall traffic or pass over the stockpile;
R-2023-0253-RMM-50134216_1_CEMP.pdf:17: The stockpile shall be protected from contamination;
R-2023-0253-RMM-50134216_1_CEMP.pdf:20: Stockpiles / Dust generated, Earthworks and stockpiles will be kept damp or treated, especially during
R-2023-0253-RMM-50134216_1_CEMP.pdf:20: protected Stockpiles will be of the minimum practicable height and will be located
R-2023-0253-RMM-50134216_1_CEMP.pdf:20: species away from the site boundary / sensitive receptors. Stockpiles will be
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:7: • Construction of a new solid piled quay structure up to 30m wide and 1,230m in length (with
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:23: A site visit which includes inspection of on-site waste skips, stockpiles, fuel storage
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:25: Stock pile locations - TBC
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:39: hedgehogs, if present. If this is not possible, piles of dead wood and/or brash piles will
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:45: indicate that NAPL is not presenting a risk to water resources. A potential pathway due to piled
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:45: locally be able to enter the underlying natural deposits around piles, lateral migration within the
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:72: • Installation of tubular king piles and spigots;
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:72: • Installation of infill sheet piles;
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:72: • Installation of heavy load area piles;
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:72: • Installation of pile plugs and cope beam;
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:75: • Modern installation techniques will be adopted that utilise high frequency pile drivers
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:75: which significantly limit noise and vibration. Pile dampers will also be utilised.
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:84: • Construction of a new solid piled quay structure up to 30m wide
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:113: • removal of the piles supporting the jetties and wharf and pipework feeding the pumping
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:162: • Construction of a new solid piled quay structure up to 30m wide and 1,230m in length (with an
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:169: site compound stockpiled or via direct placement of the soils in other areas around
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:171: new solid piled quay
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:175: stockpiled on site (this cannot be within 50m of any watercourse or within a flood zone).
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:190: this is not possible, piles of dead wood and/or
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:190: brash piles will be created in areas outside of
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:196: • Cover, seed or fence stockpiles to prevent
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:7: • Construction of a new solid piled quay structure up to 30m wide and 1,230m in length (with
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:23: A site visit which includes inspection of on-site waste skips, stockpiles, fuel storage
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:25: Stock pile locations - TBC
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:39: hedgehogs, if present. If this is not possible, piles of dead wood and/or brash piles will
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:45: indicate that NAPL is not presenting a risk to water resources. A potential pathway due to piled
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:45: locally be able to enter the underlying natural deposits around piles, lateral migration within the
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:72: • Installation of tubular king piles and spigots;
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:72: • Installation of infill sheet piles;
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:72: • Installation of heavy load area piles;
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:72: • Installation of pile plugs and cope beam;
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:75: • Modern installation techniques will be adopted that utilise high frequency pile drivers
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:75: which significantly limit noise and vibration. Pile dampers will also be utilised.
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:84: • Construction of a new solid piled quay structure up to 30m wide
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:113: • removal of the piles supporting the jetties and wharf and pipework feeding the pumping
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:162: this is not possible, piles of dead wood and/or
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:162: brash piles will be created in areas outside of
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:168: • Cover, seed or fence stockpiles to prevent
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-MS-WM-000001.pdf:1: • Anchor wall & waling beams (Sheet piles)
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-MS-WM-000001.pdf:1: • Main quay wall (Tubular piles & Sheet piles)
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-MS-WM-000001.pdf:1: • Heavy Lift Platform (Bored concrete piles)
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-MS-WM-000001.pdf:1:Compiled by: Jayne Walker_ Date: 07/10/21_
R-2021-0397-PND-Outline Method Statement - South Bank Coke Oven Battery Plant - Rev0 (002).PDF:10: of demolition, the location of demolition equipment, storage, stockpile and lay-
R-2021-0397-PND-Outline Method Statement - South Bank Coke Oven Battery Plant - Rev0 (002).PDF:16: Management An internal traffic management plan will be compiled prior to the commencement
R-2021-0397-PND-Outline Method Statement - South Bank Coke Oven Battery Plant - Rev0 (002).PDF:20: Method Statements, compiled by our Asbestos Managers.
R-2021-0397-PND-Outline Method Statement - South Bank Coke Oven Battery Plant - Rev0 (002).PDF:22: • All waste materials will be processed, segregated and either stockpiled on site for later re-use
R-2021-0397-PND-Outline Method Statement - South Bank Coke Oven Battery Plant - Rev0 (002).PDF:23: • All waste materials will be processed, segregated and either stockpiled on site for later re-use
R-2021-0397-PND-Outline Method Statement - South Bank Coke Oven Battery Plant - Rev0 (002).PDF:23: • All waste materials will be processed, segregated and either stockpiled on site for later re-use
R-2020-0598-FF-Northern Gas.pdf:4: and piles of spoil. 2. Move away from the
R-2022-0411-CD-ApplicationFormRedacted.pdf:4: South industrial Monopile Facility Construction Noise Assessment (HM Reference: 32435-RP-AC-001 Issue: 01) - Prepared by Hilson Moran
R-2022-0411-CD-Decision Notice.pdf:2: South Industrial Monopile Facility Construction Noise Assessment (Ref 32435-
R-2022-0411-CD-61586 Condition 18 (SeAH) covering letter.pdf:1:Reserved Matters for first end user (SeAH Monopile Manufacturing Facility).
R-2022-0411-CD-Officer report.pdf:1:Monopile Manufacturing Facility).
R-2022-0411-CD-Officer report.pdf:2:South Industrial Monopile Facility Construction Noise Assessment (Ref 32435-
R-2022-0411-CD-Officer report.pdf:2:Monopile Manufacturing Facility).
R-2022-0411-CD-32435-HM-AC-RP-01_00 ISSUE.pdf:1:South industrial Monopile Facility
R-2022-0411-CD-32435-HM-AC-RP-01_00 ISSUE.pdf:1:SOUTH INDUSTRIAL MONOPILE
R-2022-0411-CD-32435-HM-AC-RP-01_00 ISSUE.pdf:2: PROJECT NAME: SOUTH INDUSTRIAL MONOPILE FACILITY
R-2022-0411-CD-32435-HM-AC-RP-01_00 ISSUE.pdf:2: REPORT NAME: South industrial Monopile Facility
R-2022-0411-CD-32435-HM-AC-RP-01_00 ISSUE.pdf:3: SOUTH INDUSTRIAL MONOPILE FACILITY
R-2022-0411-CD-32435-HM-AC-RP-01_00 ISSUE.pdf:3: South industrial Monopile Facility Construction Noise Assessment
R-2022-0411-CD-32435-HM-AC-RP-01_00 ISSUE.pdf:4: SOUTH INDUSTRIAL MONOPILE FACILITY
R-2022-0411-CD-32435-HM-AC-RP-01_00 ISSUE.pdf:4: South industrial Monopile Facility Construction Noise Assessment
R-2022-0411-CD-32435-HM-AC-RP-01_00 ISSUE.pdf:4: proposed development of the South Industrial Monopile Facility to undertake an assessment of the
R-2022-0411-CD-32435-HM-AC-RP-01_00 ISSUE.pdf:5: SOUTH INDUSTRIAL MONOPILE FACILITY
R-2022-0411-CD-32435-HM-AC-RP-01_00 ISSUE.pdf:5: South industrial Monopile Facility Construction Noise Assessment
R-2022-0411-CD-32435-HM-AC-RP-01_00 ISSUE.pdf:6: SOUTH INDUSTRIAL MONOPILE FACILITY
R-2022-0411-CD-32435-HM-AC-RP-01_00 ISSUE.pdf:6: South industrial Monopile Facility Construction Noise Assessment
R-2022-0411-CD-32435-HM-AC-RP-01_00 ISSUE.pdf:7: SOUTH INDUSTRIAL MONOPILE FACILITY
R-2022-0411-CD-32435-HM-AC-RP-01_00 ISSUE.pdf:7: South industrial Monopile Facility Construction Noise Assessment
R-2022-0411-CD-32435-HM-AC-RP-01_00 ISSUE.pdf:8: SOUTH INDUSTRIAL MONOPILE FACILITY
R-2022-0411-CD-32435-HM-AC-RP-01_00 ISSUE.pdf:8: South industrial Monopile Facility Construction Noise Assessment
R-2022-0411-CD-32435-HM-AC-RP-01_00 ISSUE.pdf:9: SOUTH INDUSTRIAL MONOPILE FACILITY
R-2022-0411-CD-32435-HM-AC-RP-01_00 ISSUE.pdf:9: South industrial Monopile Facility Construction Noise Assessment
R-2022-0411-CD-32435-HM-AC-RP-01_00 ISSUE.pdf:10: SOUTH INDUSTRIAL MONOPILE FACILITY
R-2022-0411-CD-32435-HM-AC-RP-01_00 ISSUE.pdf:10: South industrial Monopile Facility Construction Noise Assessment
R-2022-0411-CD-32435-HM-AC-RP-01_00 ISSUE.pdf:11: SOUTH INDUSTRIAL MONOPILE FACILITY
R-2022-0411-CD-32435-HM-AC-RP-01_00 ISSUE.pdf:11: South industrial Monopile Facility Construction Noise Assessment
R-2022-0411-CD-32435-HM-AC-RP-01_00 ISSUE.pdf:12: SOUTH INDUSTRIAL MONOPILE FACILITY
R-2022-0411-CD-32435-HM-AC-RP-01_00 ISSUE.pdf:12: South industrial Monopile Facility Construction Noise Assessment
R-2022-0411-CD-32435-HM-AC-RP-01_00 ISSUE.pdf:12: Pile Rig 6 88
R-2022-0411-CD-32435-HM-AC-RP-01_00 ISSUE.pdf:13: SOUTH INDUSTRIAL MONOPILE FACILITY
R-2022-0411-CD-32435-HM-AC-RP-01_00 ISSUE.pdf:13: South industrial Monopile Facility Construction Noise Assessment
R-2022-0411-CD-32435-HM-AC-RP-01_00 ISSUE.pdf:14: SOUTH INDUSTRIAL MONOPILE FACILITY
R-2022-0411-CD-32435-HM-AC-RP-01_00 ISSUE.pdf:14: South industrial Monopile Facility Construction Noise Assessment
R-2022-0411-CD-32435-HM-AC-RP-01_00 ISSUE.pdf:15: SOUTH INDUSTRIAL MONOPILE FACILITY
R-2022-0411-CD-32435-HM-AC-RP-01_00 ISSUE.pdf:15: South industrial Monopile Facility Construction Noise Assessment
R-2022-0411-CD-32435-HM-AC-RP-01_00 ISSUE.pdf:16: SOUTH INDUSTRIAL MONOPILE FACILITY
R-2022-0411-CD-32435-HM-AC-RP-01_00 ISSUE.pdf:16: South industrial Monopile Facility Construction Noise Assessment
R-2022-0411-CD-32435-HM-AC-RP-01_00 ISSUE.pdf:17: SOUTH INDUSTRIAL MONOPILE FACILITY
R-2022-0411-CD-32435-HM-AC-RP-01_00 ISSUE.pdf:17: South industrial Monopile Facility Construction Noise Assessment
R-2022-0411-CD-32435-HM-AC-RP-01_00 ISSUE.pdf:18: SOUTH INDUSTRIAL MONOPILE FACILITY
R-2022-0411-CD-32435-HM-AC-RP-01_00 ISSUE.pdf:18: South industrial Monopile Facility Construction Noise Assessment
R-2021-1077-CD-21156 FHA v1.PDF:12: the spoil pile that it surrounds.
R-2021-1077-CD-21156 FHA v1.PDF:12: spoil pile creation on site and being width and likely to be at the time of survey. extent of reedbed to the eastern end of the
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:13: Smouldering combustion or Thermopiles
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf:13:pathways. Ex-situ bioremediation, stabilisation/solidification, smouldering combustion/thermopiles or
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1381: square wooden piles (assumed to be piles).
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1381: (2.50) noted from wooden piles).
R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:1383:1.80 B5 occasional silty laminae. Sand is fine to medium. Wooden piles
R-2020-0318-FFM-Prairie Site Remediation EcIA_Issue.PDF:48:Common toad are known to over winter in woodlands, rough grassland, log piles
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:13:addition to large stockpiles of material. Land to the east and west of the former South Bank works is
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:27: Redcar: Replacement Cle3/8 ground is located in the southwest which is an area that formerly contained stockpiles of slag
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:58: facilities, material stock piles, chimneys, conveyors and tracks (North).
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:80: piles of dumped materials are also present adjacent to the western side of the hardstanding. Hardstanding
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:82: pump houses, meter houses, pipes, tanks, refuse piles, blast furnaces, water coolers, reservoirs, sluice,
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:103: Biopiles S S S S
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:107:Subject to viability and if piling is used in the final design it may be possible to re-use pile and foundation
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:112:include siting soil stockpiles and temporary storage tanks away from surface water drain entry points and
R-2020-0318-FFM-Prairie Site, Desk Based Heritage Assessment.PDF:34:as a duty of the Secretary of State the need to compile and maintain a schedule of ancient monuments of
R-2020-0318-FFM-Phase II ESA.PDF:34: Vertical migration of impacts down relic foundation piles is considered potentially active.
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:5: Smouldering Combustion or Thermopile …………………………………………………………………… 20
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:15:represent potential UXO risk. Should redevelopment require the installation of piled foundations or deep
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:16:It is not STDC’s intention to remove piles to depth, excavate slag deposits below 2.5m bgl, or address
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:23: StarX or Thermopiles
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:25:to breakdown contaminants through co-metabolisation as an energy source. The soil piles are placed
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:25: Remediation rates could be enhanced using low thermal enhancement through the soil piles,
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:25: Treatment of the soil piles could take a reasonable amount of time depending on concentrations
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:25: pile.
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:26: Smouldering Combustion or Thermopile
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:27: Smouldering Combustion or Thermopile works needs to be constructed. Whilst there is
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:33:Composite sampling from stockpiles will be undertaken in order to collect a representative sample.
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:33:Stockpiles will be subdivided to representative sections, each section will be sub divided to 6 sub-
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:33:stockpiled for treatment. Stockpile and treatment areas will be required to be placed on impermeable
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:33: Where encountered, piled foundations shall be removed to a maximum extent of 2.5m bgl. A
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:37:ACM has to be removed to facilitate removal of structures it shall be separately stockpiled and covered
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:37:and covered when stockpiled.
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:38:Soils which have been identified as containing asbestos (or suspected to) will be stockpiled separately
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:38:materials as far as practicable and stockpiled separately. Material should be crushed to 6f2 and reused
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:40:material will be placed into stockpiles and subjected to testing and grading to ensure suitability as
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:40:sealing of stockpiles and vehicle wash facilities to prevent the transport of mud and debris from the site
R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf:5:visible during the site visit carried out by the compiler of the DBA, together with physical
R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf:6:5.2 At page 9, the DBA notes that the development will be based on piled foundations and
R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:50: historic industry processes and formed from sheet piles and
R-2023-0291-ESM-MG49340-T-04 - Topographical Survey.pdf:1: Pile of ground material
R-2023-0291-ESM-MG49340-T-04 - Topographical Survey.pdf:1: Pile of ground material
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:25:14.87. Piled foundations at the Site are likely to be founded within the underlying Mercia Mudstone bedrock.
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:25: any contaminated stockpiled soils have the potential to be windblown and settle in the ditch due to
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:28: covering of stockpiled material on the Site and of materials being transported to and from the Site;
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:29: piled foundations are advanced into sufficient (<2m thick) uniform bedrock strata. A Foundation Works
R-2023-0291-ESM-PD Teeside Heritage Statement 0323.pdf:21: metres and constructed on new concrete slab with piled foundations. The principal lithium
R-2023-0291-ESM-SOL_23_P016_GLR Planning Statement.pdf:39: is also home to the analcime cake stockpile and rotary kilns, the start of the production process.
R-2023-0291-ESM-SOL_23_P016_GLR Planning Statement.pdf:51: and/or driven piles, strip foundations and pad footings. A detailed piling plan and risk assessment will
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 F. Geotechnical Risk Register.pdf:4: A piled foundation solution is likely to be required.
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:19: piles. Also to the east is an industrial building that is
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:27:The summary of the underlying geology in Table 4.1 has been compiled from published information
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:28: were to be broken out and completely removed. The remaining piles up to the pile
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:35: on the type of structures proposed for the site a piled foundation solution is likely to be
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:41: ground deposits, therefore, piled foundations are considered likely.
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 7 - Air Quality.pdf:11: as any stockpiles;
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 7 - Air Quality.pdf:12:• Cover, seed or fence stockpiles to prevent wind whipping;
R-2023-0291-ESM-ES Vol 1 Chapter 1 to 6.pdf:52: • Appropriate handling and storage of materials, especially stockpiled materials;
R-2023-0291-ESM-ES Vol 1 Chapter 1 to 6.pdf:54: undertaken, sheeting and covering these stockpiles and haulage vehicles loads;
R-2023-0291-ESM-ES Vol 1 Chapter 1 to 6.pdf:61: Topsoil and vegetation matter will be stockpiled to nearby designated locations. Embankment and pad
R-2023-0291-ESM-SOL_23_P016_GLR_DAS.pdf:17: landscaping plan will be compiled when a Reserved
R-2023-0291-ESM-MG49340-T-02 - Topographical Survey.pdf:1: 7 0 Pile of ground material
R-2023-0291-ESM-Green Lithium_BREEAM NC 2018 Pre-Assessment Report_1 (with Appendices).pdf:4: • Analcime Cake Stockpile;
R-2020-0799-CD-Nov 2020 - 2383 - CEMP - Prairie Phase 2 Works Prairie Rev 2 (1).pdf:4: • Segregate excavated materials and stockpile in processing area;
R-2020-0799-CD-Nov 2020 - 2383 - CEMP - Prairie Phase 2 Works Prairie Rev 2 (1).pdf:16:they are not left open for extended periods during excavation and that stockpiles containing the
R-2020-0799-CD-Nov 2020 - 2383 - CEMP - Prairie Phase 2 Works Prairie Rev 2 (1).pdf:22:Any stockpiled material awaiting disposal or as backfill material will be sealed, dampened down or
R-2020-0799-CD-EA R_2020_0799_CD 18 January 2021 OFFICIAL .pdf:1:We strongly recommend that this is taken into account. Rubble and wood/brash piles
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:12:5.5.1 Temporary mounds will be formed to stockpile as dug material prior to it being processed.
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:12: Processed materials will be stockpiled in mounds of approximately 5000m3, these will be
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:12: be stockpiled on a concrete hardstanding for treatment if needed.
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:14: managed through keeping excavations open to a minimum and encapsulation of stockpiles to
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:16: content. Stockpiles will be monitored daily and if dry, will be damped down to prevent
R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:110:Common toad are known to over winter in woodlands, rough grassland, log piles
R-2020-0799-CD-EA R_2020_0799_CD 18 January 2021 OFFICIAL (1).pdf:1:We strongly recommend that this is taken into account. Rubble and wood/brash piles
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:1:Monopile
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:2:Project: SeAH Monopile Facility
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:3:Project: SeAH Monopile Facility
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:4:Project: SeAH Monopile Facility
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:5:Project: SeAH Monopile Facility
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:5:construction of SeAH monopile facility.
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:6:Project: SeAH Monopile Facility
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:6:SeAH Wind are to build a new monopile facility in the UK. This will be their first such facility and will be the
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:6:first monopile manufacturing facility in the UK. The monopiles will be used in the offshore wind industry and
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:6:provide the supports that are driven into the seabed. The facility will produce monopiles up to 120m long,
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:7:Project: SeAH Monopile Facility
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:8:Project: SeAH Monopile Facility
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:9:Project: SeAH Monopile Facility
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:10:Project: SeAH Monopile Facility
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:11:Project: SeAH Monopile Facility
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:12:Project: SeAH Monopile Facility
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:12:3.4.3 Demolition and crushing (Pile head)
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:12: • Demolition material will be segregated and stockpiled on site and removed regularly to avoid large
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:13:Project: SeAH Monopile Facility
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:14:Project: SeAH Monopile Facility
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:15:Project: SeAH Monopile Facility
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:16:Project: SeAH Monopile Facility
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:17:Project: SeAH Monopile Facility
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:18:Project: SeAH Monopile Facility
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:19:Project: SeAH Monopile Facility
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:20:Project: SeAH Monopile Facility
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:21:Project: SeAH Monopile Facility
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:22:Project: SeAH Monopile Facility
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:22:SeAH Wind are to build a new monopile facility in the UK. This will be their first such facility and will be the
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:22:first monopile manufacturing facility in the UK. The monopiles will be used in the offshore wind industry and
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:22:provide the supports that are driven into the seabed. The facility will produce monopiles up to 120m long,
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:23:Project: SeAH Monopile Facility
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:24:Project: SeAH Monopile Facility
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:25:Project: SeAH Monopile Facility
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:26:Project: SeAH Monopile Facility
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:28:Project: SeAH Monopile Facility
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:29:Project: SeAH Monopile Facility
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:30: Project: SeAH Monopile Facility
R-2022-0746-CD-ApplicationFormRedacted.pdf:4: PHASE 3 - RESERVED MATTERS FOR FIRST END USER (SEAH MONOPILE MANUFACTURING FACILITY)
R-2022-0746-CD-0746 Off rep.pdf:3:application (Reserved Matters for first end user SeAH Monopile Manufacturing
R-2022-0746-CD-0746 Off rep.pdf:3:Monopile Manufacturing Facility).
R-2022-0746-CD-0746 Dec.pdf:2:SeAH Monopile Manufacturing Facility).
R-2022-0746-CD-61586 Covering Letter - Discharge of Condition 5 08.09.2022.PDF:1:Reserved Matters for first end user (SeAH Monopile Manufacturing Facility). Condition 5 states:
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:17:represent potential UXO risk. Should redevelopment require the installation of piled foundations or deep
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:18:therefore account for land raises, stockpiles and surface features.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:20:It is not STDC’s intention to remove piles to depths below 2.5m bfl (7.5m AOD) or address the potential
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:21: Grid square of origin Excavation area or stockpile of origin
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:21: the backfill area, stockpile, or treatment area)
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:25:Where samples are required to be taken from stockpiles of materials, sampling from stockpiles will be
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:26:stockpiled for treatment. Stockpile and treatment areas will be required to be placed on impermeable
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:26: Where encountered, piled foundations shall be removed to a maximum extent of 2.5m bfl. A
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:28: One sample per 2,000m3 of stockpiled
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:28: One sample per 2,000m3 of stockpiled
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:29: One sample per 625m3 of stockpiled
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:29: One sample per 625m3 of stockpiled
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:30: Ex situ thermal remediation (smouldering combustion or thermopile); and,
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:31:removed to facilitate removal of structures it shall be separately stockpiled and covered to control
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:31:by maintaining mist sprays to keep the soils wet whilst handled and covered when stockpiled.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:31:Soils which have been identified as containing asbestos (or suspected to) will be stockpiled separately
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:31:materials, they should be separated from other materials as far as practicable and stockpiled. Material
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:31:stockpiles and surface features.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:32:material will be placed into stockpiles and subjected to testing and grading to ensure suitability as
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:33:sealing of stockpiles and vehicle wash facilities to prevent the transport of mud and debris from the site
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:5: Vertical migration of impacts down relic foundation piles is also considered
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:6: Tees. This is considered a conservative assumption, given a sheet pile wall may be
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:7: Other Considerations A potential pathway due to piled foundations was identified under the pollutant linkages.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:7: piles, lateral migration within the unit is unlikely to be significant.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:17:A tidal influence measured in some of the on-site wells, and the lack of a current sheet pile wall or physical
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:17:the design of a sheet pile wall. Their report concluded that soils in those boreholes do not pose an
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:18:Additionally, vertical migration of impacts down relic foundation piles was also qualitatively assessed.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:20:as sheet piled walls (potentially installed as part of redevelopment works) would go some way to limit the
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:20:A potential pathway due to piled foundations was identified under the pollutant linkages. Based on the findings
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:20:underlying natural deposits around piles, lateral migration within the unit was concluded unlikely to be
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:22: Vertical migration of impacts down relic foundation piles is also considered potentially active.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:30:immediately adjacent to the River Tees (albeit that a future sheet pile wall may be present in future, potentially
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:31:(such as a sheet pile wall) between the River Tees suggests that the potential for lateral migration within these
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:42:A potential pathway due to piled foundations was identified under the pollutant linkages. Based on the findings
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:42:underlying natural deposits around piles, lateral migration within the unit is unlikely to be significant.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:43:A potential pathway due to piled foundations was identified under the pollutant linkages. Based on the findings
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:43:underlying natural deposits around piles, lateral migration within the unit is unlikely to be significant.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:5: Vertical migration of impacts down relic foundation piles is also considered
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:6: Tees. This is considered a conservative assumption, given a sheet pile wall may be
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:7: Other Considerations A potential pathway due to piled foundations was identified under the pollutant linkages.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:7: piles, lateral migration within the unit is unlikely to be significant.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:17:A tidal influence measured in some of the on-site wells, and the lack of a current sheet pile wall or physical
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:17:the design of a sheet pile wall. Their report concluded that soils in those boreholes do not pose an
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:18:Additionally, vertical migration of impacts down relic foundation piles was also qualitatively assessed.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:20:as sheet piled walls (potentially installed as part of redevelopment works) would go some way to limit the
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:20:A potential pathway due to piled foundations was identified under the pollutant linkages. Based on the findings
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:20:underlying natural deposits around piles, lateral migration within the unit was concluded unlikely to be
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:22: Vertical migration of impacts down relic foundation piles is also considered potentially active.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:30:immediately adjacent to the River Tees (albeit that a future sheet pile wall may be present in future, potentially
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:31:(such as a sheet pile wall) between the River Tees suggests that the potential for lateral migration within these
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:42:A potential pathway due to piled foundations was identified under the pollutant linkages. Based on the findings
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:42:underlying natural deposits around piles, lateral migration within the unit is unlikely to be significant.
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:43:A potential pathway due to piled foundations was identified under the pollutant linkages. Based on the findings
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:43:underlying natural deposits around piles, lateral migration within the unit is unlikely to be significant.
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:9:of the site surfacing. Stockpiles of granular materials understood to result from the steelmaking process
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:12:represent potential UXO risk. Should redevelopment require the installation of piled foundations or deep
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:13:therefore account for land raises, stockpiles and surface features.
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:15:It is not STDC’s intention to remove piles to depths below 2.5m bfl (7.5m AOD) or address the potential
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:16: Grid square of origin Excavation area or stockpile of origin
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:16: the backfill area, stockpile, or treatment area)
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:20:Where samples are required to be taken from stockpiles of materials, composite sampling from
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:20:stockpiles will be undertaken in order to collect a representative sample. Stockpiles will be subdivided
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:21:stockpiled for treatment. Stockpile and treatment areas will be required to be placed on impermeable
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:21: • Where encountered, piled foundations shall be removed to a maximum extent of 2.5m bfl. A
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:23: • One sample per 2,000m3 of stockpiled
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:23: • One sample per 2,000m3 of stockpiled
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:24: • One sample per 625m3 of stockpiled
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:24: • One sample per 625m3 of stockpiled
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:25: • Ex situ thermal remediation (smouldering combustion or thermopile); and,
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:25:removed to facilitate removal of structures it shall be separately stockpiled and covered to control
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:26:by maintaining mist sprays to keep the soils wet whilst handled and covered when stockpiled.
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:26:Soils which have been identified as containing asbestos (or suspected to) will be stockpiled separately
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:26:materials, they should be separated from other materials as far as practicable and stockpiled. Material
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:26:noted that these are depths from existing site levels and therefore account for land raises, stockpiles
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:28:material will be placed into stockpiles and subjected to testing and grading to ensure suitability as
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:29:sealing of stockpiles and vehicle wash facilities to prevent the transport of mud and debris from the site
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:5: • Vertical migration of impacts down relic foundation piles is also considered potentially
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:5: resources (excluding risk from future piles which was considered qualitatively). Remedial
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:6: the River. The presence of structures such as sheet piled walls (potentially installed as part of
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:6: A potential pathway due to piled foundations was identified under the pollutant linkages.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:6: piles, lateral migration within the unit is unlikely to be significant.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:15:sheet pile wall. Their report concluded that soils in those wells do not pose an unacceptable risk to future
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:17:A tidal influence measured in some of the on-site wells, and the lack of a sheet pile wall or physical barrier
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:17:• Vertical migration of impacts down relic foundation piles is also considered potentially active.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:29:to the River. The presence of structures such as sheet piled walls (potentially installed as part of future
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:30:A potential pathway due to piled foundations was identified under the pollutant linkages. Based on the findings
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf:30:underlying natural deposits around piles, lateral migration within the unit is unlikely to be significant.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:5: Vertical migration of impacts down relic foundation piles is also considered
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:6: Tees. This is considered a conservative assumption, given a sheet pile wall may be
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:7: Other Considerations A potential pathway due to piled foundations was identified under the pollutant linkages.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:7: piles, lateral migration within the unit is unlikely to be significant.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:17:A tidal influence measured in some of the on-site wells, and the lack of a current sheet pile wall or physical
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:17:the design of a sheet pile wall. Their report concluded that soils in those boreholes do not pose an
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:18:Additionally, vertical migration of impacts down relic foundation piles was also qualitatively assessed.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:20:as sheet piled walls (potentially installed as part of redevelopment works) would go some way to limit the
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:20:A potential pathway due to piled foundations was identified under the pollutant linkages. Based on the findings
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:20:underlying natural deposits around piles, lateral migration within the unit was concluded unlikely to be
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:22: Vertical migration of impacts down relic foundation piles is also considered potentially active.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:29:immediately adjacent to the River Tees (albeit that a future sheet pile wall may be present in future, potentially
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:30:(such as a sheet pile wall) between the River Tees suggests that the potential for lateral migration within these
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:39:A potential pathway due to piled foundations was identified under the pollutant linkages. Based on the findings
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:39:underlying natural deposits around piles, lateral migration within the unit is unlikely to be significant.
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:40:A potential pathway due to piled foundations was identified under the pollutant linkages. Based on the findings
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:40:underlying natural deposits around piles, lateral migration within the unit is unlikely to be significant.
R-2021-0608-PND-hra.pdf:2: Appendix 1. Report compiler ………………………………………………………………………………………. 15
R-2021-0608-PND-hra.pdf:15:Appendix 1. Report compiler
R-2021-0608-PND-210801_Ecolgy screening (EIA criteria) for Teesworks demolitions_INCA_RevA.pdf:11:Appendix 1. Report compiler
R-2021-0608-PND-19931629_1.pdf:10: of demolition, the location of demolition equipment, storage, stockpile and lay-
R-2021-0608-PND-19931629_1.pdf:16: Management An internal traffic management plan will be compiled prior to the commencement
R-2021-0608-PND-19931629_1.pdf:20: Method Statements, compiled by our Asbestos Managers.
R-2021-0608-PND-19931629_1.pdf:22: • All waste materials will be processed, segregated and either stockpiled on site for later re-use
MLA 2020 00506 South Bank Phase 1 MLA 2020 00507 Phase 2.pdf:1:The key issue is the potential for c. 400 32m long piles across the c 1.2km length of new
MLA 2020 00506 South Bank Phase 1 MLA 2020 00507 Phase 2.pdf:2:the c.400 piles and would not be seen as a route to prevent or alter the existing
20210119 MLA202000507 Tees South Bank Quay CP advice + JPQC.pdf:2:12. Baseline description and data are largely compiled from that submitted as part of the Northern
20210115 MLA202000507 South Bank Quay-phase 2 - Fisheries advice MG GE + JPQC.pdf:3: Barrage fish counter, information collated and compiled from previous impact assessments for
20210115 MLA202000507 South Bank Quay-phase 2 - Fisheries advice MG GE + JPQC.pdf:13: associated with the pumping station. The piles supporting the concrete jetties and the wharf,
20210115 MLA202000507 South Bank Quay-phase 2 - Fisheries advice MG GE + JPQC.pdf:13: steel tubular king piles with steel sheet pile infills. The wall would be constructed at a level of
20210115 MLA202000507 South Bank Quay-phase 2 - Fisheries advice MG GE + JPQC.pdf:13: approximately 8.64m chart datum (CD) using percussive techniques to installed up to 400 piles.
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:3: risk of transmission of underwater noise into the river from a piled quay wall, and the potential impacts of
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:6:The piles supporting the concrete jetties and the wharf, as well as the pipework feeding the pumping station
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:6:piles would be extracted using vibration techniques. It is anticipated that such works would be undertaking
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:6:The assessment pile requirements are summarised in Table 3.1:
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:7:The assessed form of construction for the quay wall is a combi-wall comprising steel tubular king piles with
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:7:steel sheet pile infills. An anchor structure (typically a steel sheet pile wall/combi-wall or discrete anchor
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:7:structures such as tubular steel piles) would be constructed approximately 50 m inland of the combi-wall to
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:7:King piles for the combi-wall would be up to 2,500 mm in diameter and it is assumed that these would be
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:7:mudstone. Up to 400 piles are envisaged for the combi-piled wall. The form of construction for the anchor
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:7:structure is yet to be confirmed, however it would either comprise steel sheet piles or tubular piles; if a steel
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:7:sheet piled wall is progressed, up to 1,250 m of sheet piles would be required. Alternatively, up to 400 tubular
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:7:piles of up 1,500 mm in diameter would be used.
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:7:slabs supported on approximately 500 vertical bored cast in-situ piles to support each of the heavy lift areas
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:7:(i.e. up to 1000 piles for the heavy lift areas). Each heavy lift area would be approximately 150m x 30m in
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:7:A relieving platform is also proposed behind the combi-wall. The diameter of the anchor wall piles would
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:7:The relieving platform would require in the order of 1,200 bored concrete piles approximately 800 mm in
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:7:All piles would be installed through soils on land; no piling is proposed in the river channel. It has been
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:5: • Construction of a new solid piled quay structure up to 30m wide and 1,230m in length (with an
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:7: TIE RODS HEAVY LIFT PLATFORM 150m LENGTH BY ANCHOR WALL PILES
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:7: 30m WIDTH. PILES ON 3.482m BY 3m GRID AT 3.482m CENTRES
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:7: TIE RODS HEAVY LIFT PLATFORM 150m LENGTH BY ANCHOR WALL PILES
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:7: 30m WIDTH. PILES ON 3.482m BY 3m GRID AT 3.482m CENTRES
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:16:assumed that any material stockpiled or stored on the site would need to be removed in advance of works
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:16:The piles supporting the concrete jetties and the wharf, as well as the pipework feeding the pumping station
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:16:piles would be extracted using vibration techniques. It is anticipated that such works would be undertaking
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:16:The proposed scheme requires the construction of a new solid piled quay structure with approximate
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:18: TIE RODS HEAVY LIFT PLATFORM 150m LENGTH BY ANCHOR WALL PILES
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:18: 30m WIDTH. PILES ON 3.482m BY 3m GRID AT 3.482m CENTRES
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:18: TIE RODS HEAVY LIFT PLATFORM 150m LENGTH BY ANCHOR WALL PILES
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:18: 30m WIDTH. PILES ON 3.482m BY 3m GRID AT 3.482m CENTRES
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:19: PILE PLUG
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:19: PILE PLUG
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:19: ANCHOR PILE (S355) WALL WIT
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:19: -9.000 m ANCHOR PILE TOE LEVEL
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:19: EXISTING GROUND PROFILE SUPPORTED OFF PILES ON
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:19: PILE PLUG
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:19: ANCHOR PILE S355 SHE
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:19: -9.000 m ANCHOR PILE TOE LEVEL
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:19: CONCRETE PILE
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:20:The assessed form of construction for the quay wall is a combi-wall comprising steel tubular king piles with
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:20:steel sheet pile infills, as shown on Drawing PC1084-RHD-SB-DN-DR-C-1384. As noted above, an anchor
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:20:structure (typically a steel sheet pile wall/combi-wall or discrete anchor structures such as tubular steel piles)
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:20:The quay would be constructed at a level of approximately 8.64m chart datum (CD). King piles for the
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:20:the underlying Mercia mudstone. Up to 400 piles are envisaged for the combi-piled wall. The form of
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:20:piles or tubular piles; if a steel sheet piled wall is progressed, up to 1,250m of sheet piles would be required.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:20:Alternatively, up to 400 tubular piles of up 1,500mm in diameter would be used.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:20:slabs supported on approximately 500 vertical bored cast in-situ piles to support each of the heavy lift areas
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:20:(i.e. up to 1000 piles for the heavy lift areas). Each heavy lift area would be approximately 150m x 30m in
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:20:load from an applied surcharge and carry this on a piled platform. Should a retaining platform be utilised,
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:20:the diameter of the anchor wall piles would reduce, and the thickness of the combi-wall and the anchor wall
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:20:concrete piles approximately 800mm in diameter. The assessed pile requirements are summarised in Table
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:20:All piles would be installed through soils on land; no piling is proposed in the river channel. It has been
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:21: Feature Type of pile Maximum pile diameter Maximum number of piles
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:21: King piles – installed using
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:21: Tubular steel piles / sheet
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:21: piles
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:21: Heavy load platform Bored concrete piles 800mm 1,000
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:21: Relieving platform Bored concrete piles 800mm 1,200
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:21: Total number of piles 3,000
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:21:likely to berth in Tees Dock or at a suitable berth along the river channel. The piles and tie rods would then
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:26: DRIVE KING PILES TO +0.00mCD
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:26: PILE TOP LEVEL
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:26: INSTALL INFILL PILES FOR MAIN WALL
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:26: TO INSTALL STEEL PILE SPIGOT. CLAY CLAY
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:26: INSTALL BORED CONCRETE PILES
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:26: WALL PILES
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:26: WALL PILE PLUG EXCAVATION IN FRONT OF
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:26: INSTALL PILE PLUG QUAY WALL TO FINAL LEVEL
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:32: • Combi piled wall.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:32:A piled suspended deck structure would be technically feasible, however this option would require more
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:32:extensive excavation on land (approximately 370,000m3 more compared to the combi-piled wall) and piling
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:32:within the river channel. More extensive excavation on land compared to the solid piled wall options would
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:32:invertebrates and marine mammals; such impacts would not arise from the solid piled wall options. The
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:32:measures into the design; a solid piled wall has potential to incorporate a range of enhancement measures
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:32:such as ‘verti-pools’. The suspended deck also offers reduced future flexibility compared to the combi-piled
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:32:Whilst a seacant wall remains a feasible solution, the anchored combi-piled retaining wall has been selected
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:32:combi-piled wall from a technical perspective.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:42:reasonably be required to compile, including:
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:49:has been compiled by Royal HaskoningDHV, a company which is a corporate member of the Institute of
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:90:thrusters of the vessels as well as the pile removal activities themselves will result in some disturbance to
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:167:introduced through the installation of sheet piles and other Infrastructure required for the proposed scheme.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:174: to 3,000 piles on land to construct the quay. scheme footprint. The works may result in the
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:174: to 3,000 piles on land to construct the quay.. intrusion into the geology.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:186:Approximately 3,000 piles will also be required to construct the quay.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:188:a piled quay wall along the river frontage is likely to reduce the connectivity of site soils with the River Tees.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:188:The creation of the piled wall along the river frontage has the potential to create different hydraulic flow
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:188:regimes along the piled wall to those that currently exists. This then creates the potential for contaminated
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:214:As mentioned in Section 3.5, the solid piled wall of the quay to be constructed also has the potential to
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:232:porpoise during playbacks of pile driving sounds (SPL of 154 dB re 1µPa) was 1.97m/s (7.1km/h) (Kastelein
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:245: Section 41 of the Act requires the Secretary of State (SoS) to compile a list of habitats and species of
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:299:Similarly, Cutts et al. (2009; 2013) compiled classifications for construction noise disturbance to wintering
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:325:Experience of piling in the Tees estuary suggests that impact pile driving is envisaged to take approximately
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:325:10 minutes per pile, with one pile driven per day at a rig and four rigs in use. As such, there could be up to
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:325:40 minutes of impact pile driving activity per day.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:326:Table 13.10 Summary of the qualitative effects on fish from impulsive pile driving sources (Popper et al.,
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:326:activities, vibration will be transferred from the pile and hammer and distributed into the substrate, and out
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:327:of time that impact pile driving could take per pile. A stationary animal calculation has been used. This is
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:327:noise emissions associated with the impact pile driving are expected over an approximate period of 40
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:358: • removal of the piles supporting the jetties and wharf and pipework feeding the pumping station;
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:359:anchors of the vessels and bow thrusters of the vessels, as well as the pile removal activities themselves,
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:373: • Installation of tubular king piles and spigots;
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:373: • Installation of infill sheet piles;
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:373: • Installation of heavy load area piles;
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:373: • Installation of pile plugs and cope beam;
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:374: piles and spigots RHDHV 140.0 LWAmax
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:374: piles RHDHV 140.0 LWAmax
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:374: king piles and spigots)
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:374: area piles
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:375: and pile plug and cope beam)
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:375: Installation of pile plugs and Excavator (shared with heavy 1 C5.18 30 108.1
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:392: • Cover, seed or fence stockpiles to prevent wind whipping.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:441:proposals from investors, including the manufacture of: gravity foundations; monopiles and transition pieces;
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:466: Piles Cement: Sand: 11,866 11,014 22,880 0.209
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:466: Platform pile Cement: Sand: 5,974 5,974 11,948 0.209
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:466: platform piles
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:468:in Table 22.5, there will be emissions associated with delivery of materials such as piles and rock for use in
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:491:projects relevant or potentially relevant to the CIA has been compiled and is provided in Section 27.4. This
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:515:Underwater noise from the proposed scheme is predicted to arise from both dredging and land-based pile
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:528: each pile removed.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:555: construction works, including impact pile driving.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:576:noise levels. Land-based impact pile driving noises that propagate through the water are expected to occur
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:577:e.g. pile driving). With the incorporation of the mitigation measures detailed in Section 12.5.4 (i.e.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:577:With the piling shrouding employed, the noise levels produced during construction (including during pile
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:577:rigs, with ten minutes of impact pile driving per day per rig), and there are suitable alternative, unaffected
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:582:the impulsive noises from impact pile driving). In the unlikely event that other projects coincide with the
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:588:Caltrans (2015). Technical Guidance for Assessment and Mitigation of the Hydroacoustic Effects of Pile
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:594:(Phocoena phocoena) During Playbacks of Offshore Pile Driving Sounds. Aquatic Mammals: 44(1):92-99.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:599:N. (2012). Framework for assessing the impacts of pile-driving noise from offshore wind farm construction
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:600:underwater sound produced during pile driving. Bioacoustics, 17, pp.289–297.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:14: Plant including conveyors and a warehouse building, there are also stockpiles of raw materials
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:15: • Removal of the piles supporting the jetties and the timber wharf using vibration techniques.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:15: construction is a combi-wall comprising up to 400 large diameter (2,500mm) tubular king piles with
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:15: steel sheet pile infills. A piled anchor-wall (up to 400 tubular steel piles or 1,250m of sheet piles)
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:15: connect the combi-wall to the anchor-wall. The piles would be drilled into the Mercia Mudstone.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:23:- Substation building to be crushed - 750m wharf with timber piles – likely to within pipework.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:23: Stockpiles of aggregate and slag (Tarmac
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:26:Effective stockpile management would be essential within the site. It would maximise the amount of material
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:53: combi-piled wall. constructed from piles.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:53: Construction • Piles to be installed from plant operating on • Piles to be installed from plant
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:53: land. operating on land, with piles to be
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:53: • Intention to drill piles to minimise use of mean high water spring tides).
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:58: levels expected, the number of piles and the installation method.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:79:has been compiled following our review of the proposed scope of environmental
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:85:estuary and offshore disposal of dredged material, construction of a combi-piled quay wall
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:238:and any attachments, which has been compiled following consultation with our
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:253: the removal of piles.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:253: is a combi-wall comprising up to 400 large diameter (2,500mm) tubular king piles with steel sheet
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:253: pile infills. A piled anchor-wall (up to 400 tubular steel piles or 1,250m of sheet piles) would be
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:253: combi-wall to the anchor-wall. The piles would be drilled into the Mercia Mudstone.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:256:earth stockpile which runs along the road, parallel to the River Tees. It is understood that the earth stockpile
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:256: occupied by storage facilities in addition to large stockpiles of material. Approximately 250m to the north east of
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:257:Teesport Concrete Plant including conveyors and a warehouse building; there are also stockpiles of raw
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:16:assumed that any material stockpiled or stored on the site would need to be removed in advance of works
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:16:The piles supporting the concrete jetties and the wharf, as well as the pipework feeding the pumping station
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:16:piles would be extracted using vibration techniques. It is anticipated that such works would be undertaking
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:16:The proposed scheme requires the construction of a new solid piled quay structure with approximate
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:18: TIE RODS HEAVY LIFT PLATFORM 150m LENGTH BY ANCHOR WALL PILES
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:18: 30m WIDTH. PILES ON 3.482m BY 3m GRID AT 3.482m CENTRES
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:18: TIE RODS HEAVY LIFT PLATFORM 150m LENGTH BY ANCHOR WALL PILES
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:18: 30m WIDTH. PILES ON 3.482m BY 3m GRID AT 3.482m CENTRES
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:19: PILE PLUG
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:19: PILE PLUG
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:19: ANCHOR PILE (S355) WALL WIT
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:19: -9.000 m ANCHOR PILE TOE LEVEL
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:19: EXISTING GROUND PROFILE SUPPORTED OFF PILES ON
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:19: PILE PLUG
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:19: ANCHOR PILE S355 SHE
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:19: -9.000 m ANCHOR PILE TOE LEVEL
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:19: CONCRETE PILE
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:20:The assessed form of construction for the quay wall is a combi-wall comprising steel tubular king piles with
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:20:steel sheet pile infills, as shown on Drawing PC1084-RHD-SB-DN-DR-C-1384. As noted above, an anchor
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:20:structure (typically a steel sheet pile wall/combi-wall or discrete anchor structures such as tubular steel piles)
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:20:The quay would be constructed at a level of approximately 8.64m chart datum (CD). King piles for the
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:20:the underlying Mercia mudstone. Up to 400 piles are envisaged for the combi-piled wall. The form of
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:20:piles or tubular piles; if a steel sheet piled wall is progressed, up to 1,250m of sheet piles would be required.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:20:Alternatively, up to 400 tubular piles of up 1,500mm in diameter would be used.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:20:slabs supported on approximately 500 vertical bored cast in-situ piles to support each of the heavy lift areas
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:20:(i.e. up to 1000 piles for the heavy lift areas). Each heavy lift area would be approximately 150m x 30m in
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:20:load from an applied surcharge and carry this on a piled platform. Should a retaining platform be utilised,
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:20:the diameter of the anchor wall piles would reduce, and the thickness of the combi-wall and the anchor wall
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:20:concrete piles approximately 800mm in diameter. The assessed pile requirements are summarised in Table
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:20:All piles would be installed through soils on land; no piling is proposed in the river channel. It has been
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:21: Feature Type of pile Maximum pile diameter Maximum number of piles
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:21: King piles – installed using
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:21: Tubular steel piles / sheet
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:21: piles
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:21: Heavy load platform Bored concrete piles 800mm 1,000
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:21: Relieving platform Bored concrete piles 800mm 1,200
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:21: Total number of piles 3,000
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:21:likely to berth in Tees Dock or at a suitable berth along the river channel. The piles and tie rods would then
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:26: DRIVE KING PILES TO +0.00mCD
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:26: PILE TOP LEVEL
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:26: INSTALL INFILL PILES FOR MAIN WALL
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:26: TO INSTALL STEEL PILE SPIGOT. CLAY CLAY
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:26: INSTALL BORED CONCRETE PILES
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:26: WALL PILES
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:26: WALL PILE PLUG EXCAVATION IN FRONT OF
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:26: INSTALL PILE PLUG QUAY WALL TO FINAL LEVEL
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:32: • Combi piled wall.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:32:A piled suspended deck structure would be technically feasible, however this option would require more
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:32:extensive excavation on land (approximately 370,000m3 more compared to the combi-piled wall) and piling
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:32:within the river channel. More extensive excavation on land compared to the solid piled wall options would
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:32:invertebrates and marine mammals; such impacts would not arise from the solid piled wall options. The
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:32:measures into the design; a solid piled wall has potential to incorporate a range of enhancement measures
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:32:such as ‘verti-pools’. The suspended deck also offers reduced future flexibility compared to the combi-piled
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:32:Whilst a seacant wall remains a feasible solution, the anchored combi-piled retaining wall has been selected
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:32:combi-piled wall from a technical perspective.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:42:reasonably be required to compile, including:
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:49:has been compiled by Royal HaskoningDHV, a company which is a corporate member of the Institute of
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:90:thrusters of the vessels as well as the pile removal activities themselves will result in some disturbance to
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:167:introduced through the installation of sheet piles and other Infrastructure required for the proposed scheme.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:174: to 3,000 piles on land to construct the quay. scheme footprint. The works may result in the
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:174: to 3,000 piles on land to construct the quay.. intrusion into the geology.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:186:Approximately 3,000 piles will also be required to construct the quay.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:188:a piled quay wall along the river frontage is likely to reduce the connectivity of site soils with the River Tees.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:188:The creation of the piled wall along the river frontage has the potential to create different hydraulic flow
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:188:regimes along the piled wall to those that currently exists. This then creates the potential for contaminated
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:214:As mentioned in Section 3.5, the solid piled wall of the quay to be constructed also has the potential to
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:232:porpoise during playbacks of pile driving sounds (SPL of 154 dB re 1µPa) was 1.97m/s (7.1km/h) (Kastelein
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:245: Section 41 of the Act requires the Secretary of State (SoS) to compile a list of habitats and species of
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:299:Similarly, Cutts et al. (2009; 2013) compiled classifications for construction noise disturbance to wintering
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:325:Experience of piling in the Tees estuary suggests that impact pile driving is envisaged to take approximately
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:325:10 minutes per pile, with one pile driven per day at a rig and four rigs in use. As such, there could be up to
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:325:40 minutes of impact pile driving activity per day.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:326:Table 13.10 Summary of the qualitative effects on fish from impulsive pile driving sources (Popper et al.,
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:326:activities, vibration will be transferred from the pile and hammer and distributed into the substrate, and out
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:327:of time that impact pile driving could take per pile. A stationary animal calculation has been used. This is
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:327:noise emissions associated with the impact pile driving are expected over an approximate period of 40
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:358: • removal of the piles supporting the jetties and wharf and pipework feeding the pumping station;
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:359:anchors of the vessels and bow thrusters of the vessels, as well as the pile removal activities themselves,
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:373: • Installation of tubular king piles and spigots;
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:373: • Installation of infill sheet piles;
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:373: • Installation of heavy load area piles;
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:373: • Installation of pile plugs and cope beam;
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:374: piles and spigots RHDHV 140.0 LWAmax
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:374: piles RHDHV 140.0 LWAmax
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:374: king piles and spigots)
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:374: area piles
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:375: and pile plug and cope beam)
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:375: Installation of pile plugs and Excavator (shared with heavy 1 C5.18 30 108.1
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:392: • Cover, seed or fence stockpiles to prevent wind whipping.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:441:proposals from investors, including the manufacture of: gravity foundations; monopiles and transition pieces;
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:466: Piles Cement: Sand: 11,866 11,014 22,880 0.209
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:466: Platform pile Cement: Sand: 5,974 5,974 11,948 0.209
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:466: platform piles
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:468:in Table 22.5, there will be emissions associated with delivery of materials such as piles and rock for use in
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:491:projects relevant or potentially relevant to the CIA has been compiled and is provided in Section 27.4. This
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:515:Underwater noise from the proposed scheme is predicted to arise from both dredging and land-based pile
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:528: each pile removed.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:555: construction works, including impact pile driving.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:576:noise levels. Land-based impact pile driving noises that propagate through the water are expected to occur
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:577:e.g. pile driving). With the incorporation of the mitigation measures detailed in Section 12.5.4 (i.e.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:577:With the piling shrouding employed, the noise levels produced during construction (including during pile
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:577:rigs, with ten minutes of impact pile driving per day per rig), and there are suitable alternative, unaffected
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:582:the impulsive noises from impact pile driving). In the unlikely event that other projects coincide with the
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:588:Caltrans (2015). Technical Guidance for Assessment and Mitigation of the Hydroacoustic Effects of Pile
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:594:(Phocoena phocoena) During Playbacks of Offshore Pile Driving Sounds. Aquatic Mammals: 44(1):92-99.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:599:N. (2012). Framework for assessing the impacts of pile-driving noise from offshore wind farm construction
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:600:underwater sound produced during pile driving. Bioacoustics, 17, pp.289–297.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:108: -T19 -T4 -T10 E-D-T7 -T2 Area of Mobile Tools and Stockpiles
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:121:This technical note reviews the risk of transmission of underwater noise into the river from a piled quay
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:123:in the worst case. It will require up to 1.3 km worth of piles at South Bank. All piles will be driven on
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:123:The driving activity is predicted to take a maximum of 10 minutes per pile, with one pile driven per day
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:123:be transmitted as underwater noise into the surrounding water to the adjacent River Tees. The piles to
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:124:The piling is proposed to be undertaken with a percussive technique. These piles will be installed on
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:124:the bank of the river with no part of the pile or machinery in contact with the water. The nearest point of
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:124:pile installation is approximately 20 m away from the River Tees. In order for the sound to be transmitted
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:124:The prediction of sound production and transmission from percussive pile driving is well studied and
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:124:at South Bank, vibration is transferred from the pile and hammer and distributed into the substrate, and
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:125:River Thames with percussive piling of tubular piles, similar to those to be installed for the proposed
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:125:combi-wall at South Bank, using a BSP CX-85 pile driving hammer. A summary of measurements is
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:125:given in Table 2-1. Due to number of piles monitored and measurements taken, an overall average at
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:125:underwater noise produced by percussive piling to install sheet piles on the beach at Hill Head, near
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:125:however the 9 m layer of made ground that the pile will be driven into at South Bank, rather than the
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:125:the impulse pile-driving procedure: Influencing factors on pile-driving noise and technical possibilities to comply
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:126:specific criteria for various stimuli. The following criteria are relevant for impulsive (percussive) pile
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:126: Table 3-1 Summary of the qualitative effects on fish from impulsive pile driving sources (Popper et al.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:126:sound produced during pile driving. Bioacoustics, 17, 289–297.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:126:8 Caltrans (2015). Technical guidance for assessment and mitigation of the hydroacoustics effects of pile driving
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:127:a worst case for the length of time that a pile could take to be driven.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:128:Based on a predicted noise level of 159 dB SELss at 150 m from a pile, this is approximately equivalent
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:145: Piles to Stockyard 5000t Coaster 6 6
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:150: wind farm Infrastructure, for example; monopiles and jackets and vessels
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:285:4.2.4 The proposed scheme requires the construction of a new solid piled quay structure. Although the
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:286: vessels likely to berth in Tees Dock or at a suitable berth along the river channel. The piles and
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:287:King piles and spigot piles 26 6.5 17,443 623 96 96 96 96 96 96 96
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:287:Sheet piles 24 6 1,733 62 10 10 10 10 10 10
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:287:Anchor piles 24 6 3,704 132 22 22 22 22 22 22
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:303: view across a relatively flat and open area of land will allow views to low level activity and stockpiled components on the
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:359:The high-level screening exercise compiled information on significant local flood risk from past and potential
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:384: vessels as well as the pile removal activities themselves will result in some disturbance to
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:385: The piles supporting the concrete jetties and the wharf, as well as the pipework feeding the
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:385: pumping station would all be removed. It is proposed that the piles would be extracted
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:386: pile.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:386:consider if: It disturbs sediment with contaminants temporary. Any sediment resuspension is unlikely to last more than a few hours per pile.
MLA_2020_00507-APPLICATION-FORM.pdf:16:and lifting them onto the land for disposal. Piles supporting the existing wharf would be
MLA_2020_00507-Licence Document (Marine)-14.pdf:7: Piles supporting the existing wharf will be removed using
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:16:assumed that any material stockpiled or stored on the site would need to be removed in advance of works
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:16:The piles supporting the concrete jetties and the wharf, as well as the pipework feeding the pumping station
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:16:piles would be extracted using vibration techniques. It is anticipated that such works would be undertaking
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:16:The proposed scheme requires the construction of a new solid piled quay structure with approximate
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:18: TIE RODS HEAVY LIFT PLATFORM 150m LENGTH BY ANCHOR WALL PILES
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:18: 30m WIDTH. PILES ON 3.482m BY 3m GRID AT 3.482m CENTRES
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:18: TIE RODS HEAVY LIFT PLATFORM 150m LENGTH BY ANCHOR WALL PILES
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:18: 30m WIDTH. PILES ON 3.482m BY 3m GRID AT 3.482m CENTRES
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:19: PILE PLUG
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:19: PILE PLUG
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:19: ANCHOR PILE (S355) WALL WIT
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:19: -9.000 m ANCHOR PILE TOE LEVEL
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:19: EXISTING GROUND PROFILE SUPPORTED OFF PILES ON
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:19: PILE PLUG
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:19: ANCHOR PILE S355 SHE
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:19: -9.000 m ANCHOR PILE TOE LEVEL
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:19: CONCRETE PILE
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:20:The assessed form of construction for the quay wall is a combi-wall comprising steel tubular king piles with
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:20:steel sheet pile infills, as shown on Drawing PC1084-RHD-SB-DN-DR-C-1384. As noted above, an anchor
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:20:structure (typically a steel sheet pile wall/combi-wall or discrete anchor structures such as tubular steel piles)
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:20:The quay would be constructed at a level of approximately 8.64m chart datum (CD). King piles for the
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:20:the underlying Mercia mudstone. Up to 400 piles are envisaged for the combi-piled wall. The form of
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:20:piles or tubular piles; if a steel sheet piled wall is progressed, up to 1,250m of sheet piles would be required.
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:20:Alternatively, up to 400 tubular piles of up 1,500mm in diameter would be used.
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:20:slabs supported on approximately 500 vertical bored cast in-situ piles to support each of the heavy lift areas
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:20:(i.e. up to 1000 piles for the heavy lift areas). Each heavy lift area would be approximately 150m x 30m in
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:20:load from an applied surcharge and carry this on a piled platform. Should a retaining platform be utilised,
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:20:the diameter of the anchor wall piles would reduce, and the thickness of the combi-wall and the anchor wall
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:20:concrete piles approximately 800mm in diameter. The assessed pile requirements are summarised in Table
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:20:All piles would be installed through soils on land; no piling is proposed in the river channel. It has been
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:21: Feature Type of pile Maximum pile diameter Maximum number of piles
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:21: King piles – installed using
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:21: Tubular steel piles / sheet
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:21: piles
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:21: Heavy load platform Bored concrete piles 800mm 1,000
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:21: Relieving platform Bored concrete piles 800mm 1,200
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:21: Total number of piles 3,000
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:21:likely to berth in Tees Dock or at a suitable berth along the river channel. The piles and tie rods would then
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:26: DRIVE KING PILES TO +0.00mCD
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:26: PILE TOP LEVEL
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 INFILL PILES FOR MAIN WALL
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:26: TO INSTALL STEEL PILE SPIGOT. CLAY CLAY
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 BORED CONCRETE PILES
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:26: WALL PILES
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:26: WALL PILE PLUG EXCAVATION IN FRONT OF
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 PILE PLUG QUAY WALL TO FINAL LEVEL
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:32: • Combi piled wall.
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:32:A piled suspended deck structure would be technically feasible, however this option would require more
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:32:extensive excavation on land (approximately 370,000m3 more compared to the combi-piled wall) and piling
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:32:within the river channel. More extensive excavation on land compared to the solid piled wall options would
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:32:invertebrates and marine mammals; such impacts would not arise from the solid piled wall options. The
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:32:measures into the design; a solid piled wall has potential to incorporate a range of enhancement measures
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:32:such as ‘verti-pools’. The suspended deck also offers reduced future flexibility compared to the combi-piled
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:32:Whilst a seacant wall remains a feasible solution, the anchored combi-piled retaining wall has been selected
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:32:combi-piled wall from a technical perspective.
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:42:reasonably be required to compile, including:
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:49:has been compiled by Royal HaskoningDHV, a company which is a corporate member of the Institute of
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:90:thrusters of the vessels as well as the pile removal activities themselves will result in some disturbance to
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:167:introduced through the installation of sheet piles and other Infrastructure required for the proposed scheme.
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:174: to 3,000 piles on land to construct the quay. scheme footprint. The works may result in the
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:174: to 3,000 piles on land to construct the quay.. intrusion into the geology.
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:186:Approximately 3,000 piles will also be required to construct the quay.
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:188:a piled quay wall along the river frontage is likely to reduce the connectivity of site soils with the River Tees.
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:188:The creation of the piled wall along the river frontage has the potential to create different hydraulic flow
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:188:regimes along the piled wall to those that currently exists. This then creates the potential for contaminated
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:214:As mentioned in Section 3.5, the solid piled wall of the quay to be constructed also has the potential to
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:232:porpoise during playbacks of pile driving sounds (SPL of 154 dB re 1µPa) was 1.97m/s (7.1km/h) (Kastelein
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:245: Section 41 of the Act requires the Secretary of State (SoS) to compile a list of habitats and species of
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:299:Similarly, Cutts et al. (2009; 2013) compiled classifications for construction noise disturbance to wintering
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:325:Experience of piling in the Tees estuary suggests that impact pile driving is envisaged to take approximately
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:325:10 minutes per pile, with one pile driven per day at a rig and four rigs in use. As such, there could be up to
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:325:40 minutes of impact pile driving activity per day.
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:326:Table 13.10 Summary of the qualitative effects on fish from impulsive pile driving sources (Popper et al.,
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:326:activities, vibration will be transferred from the pile and hammer and distributed into the substrate, and out
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:327:of time that impact pile driving could take per pile. A stationary animal calculation has been used. This is
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:327:noise emissions associated with the impact pile driving are expected over an approximate period of 40
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:358: • removal of the piles supporting the jetties and wharf and pipework feeding the pumping station;
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:359:anchors of the vessels and bow thrusters of the vessels, as well as the pile removal activities themselves,
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:373: • Installation of tubular king piles and spigots;
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:373: • Installation of infill sheet piles;
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:373: • Installation of heavy load area piles;
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:373: • Installation of pile plugs and cope beam;
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:374: piles and spigots RHDHV 140.0 LWAmax
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:374: piles RHDHV 140.0 LWAmax
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:374: king piles and spigots)
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:374: area piles
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:375: and pile plug and cope beam)
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:375: Installation of pile plugs and Excavator (shared with heavy 1 C5.18 30 108.1
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:392: • Cover, seed or fence stockpiles to prevent wind whipping.
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:441:proposals from investors, including the manufacture of: gravity foundations; monopiles and transition pieces;
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:466: Piles Cement: Sand: 11,866 11,014 22,880 0.209
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:466: Platform pile Cement: Sand: 5,974 5,974 11,948 0.209
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:466: platform piles
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:468:in Table 22.5, there will be emissions associated with delivery of materials such as piles and rock for use in
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:491:projects relevant or potentially relevant to the CIA has been compiled and is provided in Section 27.4. This
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:515:Underwater noise from the proposed scheme is predicted to arise from both dredging and land-based pile
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:528: each pile removed.
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:555: construction works, including impact pile driving.
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:576:noise levels. Land-based impact pile driving noises that propagate through the water are expected to occur
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:577:e.g. pile driving). With the incorporation of the mitigation measures detailed in Section 12.5.4 (i.e.
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:577:With the piling shrouding employed, the noise levels produced during construction (including during pile
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:577:rigs, with ten minutes of impact pile driving per day per rig), and there are suitable alternative, unaffected
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:582:the impulsive noises from impact pile driving). In the unlikely event that other projects coincide with the
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:588:Caltrans (2015). Technical Guidance for Assessment and Mitigation of the Hydroacoustic Effects of Pile
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:594:(Phocoena phocoena) During Playbacks of Offshore Pile Driving Sounds. Aquatic Mammals: 44(1):92-99.
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:599:N. (2012). Framework for assessing the impacts of pile-driving noise from offshore wind farm construction
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:600:underwater sound produced during pile driving. Bioacoustics, 17, pp.289–297.
R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf:3: combi-piled wall. constructed from piles.
R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf:3: Construction • Piles to be installed from plant operating on • Piles to be installed from plant
R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf:3: land. operating on land, with piles to be
R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf:3: • Intention to drill piles to minimise use of mean high water spring tides).
R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf:8: levels expected, the number of piles and the installation method.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:19:Experience of piling in the Tees estuary suggests that impact pile driving is envisaged to take approximately
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:19:10 minutes per pile, with one pile driven per day at a rig and four rigs in use. As such, there could be up to
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:19:40 minutes of impact pile driving activity per day.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:20:Table 13.10 Summary of the qualitative effects on fish from impulsive pile driving sources (Popper et al.,
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:20:activities, vibration will be transferred from the pile and hammer and distributed into the substrate, and out
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:21:of time that impact pile driving could take per pile. A stationary animal calculation has been used. This is
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:21:noise emissions associated with the impact pile driving are expected over an approximate period of 40
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_5. Approach to the EIA.pdf:1:reasonably be required to compile, including:
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_5. Approach to the EIA.pdf:8:has been compiled by Royal HaskoningDHV, a company which is a corporate member of the Institute of
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1112_Appendix 10_Transport Statement.pdf:19:4.2.4 The proposed scheme requires the construction of a new solid piled quay structure. Although the
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1112_Appendix 10_Transport Statement.pdf:20: vessels likely to berth in Tees Dock or at a suitable berth along the river channel. The piles and
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1112_Appendix 10_Transport Statement.pdf:21:King piles and spigot piles 26 6.5 17,443 623 96 96 96 96 96 96 96
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1112_Appendix 10_Transport Statement.pdf:21:Sheet piles 24 6 1,733 62 10 10 10 10 10 10
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1112_Appendix 10_Transport Statement.pdf:21:Anchor piles 24 6 3,704 132 22 22 22 22 22 22
R-2020-0684-ESM-Appendix 6_Sediment sampling plan.pdf:1:and any attachments, which has been compiled following consultation with our
R-2020-0684-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:3: combi-piled wall. constructed from piles.
R-2020-0684-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:3: Construction • Piles to be installed from plant operating on • Piles to be installed from plant
R-2020-0684-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:3: land. operating on land, with piles to be
R-2020-0684-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:3: • Intention to drill piles to minimise use of mean high water spring tides).
R-2020-0684-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:8: levels expected, the number of piles and the installation method.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_9. Marine ecology.pdf:24:As mentioned in Section 3.5, the solid piled wall of the quay to be constructed also has the potential to
R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:5: • Construction of a new solid piled quay structure up to 30m wide and 1,230m in length (with an
R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:7: TIE RODS HEAVY LIFT PLATFORM 150m LENGTH BY ANCHOR WALL PILES
R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:7: 30m WIDTH. PILES ON 3.482m BY 3m GRID AT 3.482m CENTRES
R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:7: TIE RODS HEAVY LIFT PLATFORM 150m LENGTH BY ANCHOR WALL PILES
R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:7: 30m WIDTH. PILES ON 3.482m BY 3m GRID AT 3.482m CENTRES
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf:2:projects relevant or potentially relevant to the CIA has been compiled and is provided in Section 27.4. This
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf:26:Underwater noise from the proposed scheme is predicted to arise from both dredging and land-based pile
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_21_Socio-economics.pdf:5:proposals from investors, including the manufacture of: gravity foundations; monopiles and transition pieces;
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:3:This technical note reviews the risk of transmission of underwater noise into the river from a piled quay
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:5:in the worst case. It will require up to 1.3 km worth of piles at South Bank. All piles will be driven on
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:5:The driving activity is predicted to take a maximum of 10 minutes per pile, with one pile driven per day
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:5:be transmitted as underwater noise into the surrounding water to the adjacent River Tees. The piles to
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:6:The piling is proposed to be undertaken with a percussive technique. These piles will be installed on
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:6:the bank of the river with no part of the pile or machinery in contact with the water. The nearest point of
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:6:pile installation is approximately 20 m away from the River Tees. In order for the sound to be transmitted
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:6:The prediction of sound production and transmission from percussive pile driving is well studied and
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:6:at South Bank, vibration is transferred from the pile and hammer and distributed into the substrate, and
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:7:River Thames with percussive piling of tubular piles, similar to those to be installed for the proposed
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:7:combi-wall at South Bank, using a BSP CX-85 pile driving hammer. A summary of measurements is
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:7:given in Table 2-1. Due to number of piles monitored and measurements taken, an overall average at
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:7:underwater noise produced by percussive piling to install sheet piles on the beach at Hill Head, near
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:7:however the 9 m layer of made ground that the pile will be driven into at South Bank, rather than the
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:7:the impulse pile-driving procedure: Influencing factors on pile-driving noise and technical possibilities to comply
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:8:specific criteria for various stimuli. The following criteria are relevant for impulsive (percussive) pile
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:8: Table 3-1 Summary of the qualitative effects on fish from impulsive pile driving sources (Popper et al.
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:8:sound produced during pile driving. Bioacoustics, 17, 289–297.
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:8:8 Caltrans (2015). Technical guidance for assessment and mitigation of the hydroacoustics effects of pile driving
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:9:a worst case for the length of time that a pile could take to be driven.
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:10:Based on a predicted noise level of 159 dB SELss at 150 m from a pile, this is approximately equivalent
R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1383_P01 Quay Plan.pdf:1: TIE RODS HEAVY LIFT PLATFORM 150m LENGTH BY ANCHOR WALL PILES
R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1383_P01 Quay Plan.pdf:1: 30m WIDTH. PILES ON 3.482m BY 3m GRID AT 3.482m CENTRES
R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1383_P01 Quay Plan.pdf:1: TIE RODS HEAVY LIFT PLATFORM 150m LENGTH BY ANCHOR WALL PILES
R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1383_P01 Quay Plan.pdf:1: 30m WIDTH. PILES ON 3.482m BY 3m GRID AT 3.482m CENTRES
R-2020-0684-ESM-Appendix 12_Representative viewpoint analysis tables.pdf:5: view across a relatively flat and open area of land will allow views to low level activity and stockpiled components on the
R-2020-0684-ESM-ApplicationFormRedacted.pdf:3: Description of proposed materials and finishes: Quay to be formed from steel tubular king piles with steel sheet pile infills.
R-2020-0684-ESM-EIA_Scoping_Response_EIA201900017_FINAL.pdf:6:The MMO supports the use of drill piles, as set out in the scoping letter, as opposed
R-2020-0684-ESM-EIA_Scoping_Response_EIA201900017_FINAL.pdf:12:number of piles and the installation method.
R-2020-0684-ESM-HIGHWAYS ENGLAND.pdf:10: • A solid piled quay structure up to 30m wide and 1,230m in length (with an approximate 1,050m of usable
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:6: to 3,000 piles on land to construct the quay. scheme footprint. The works may result in the
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:6: to 3,000 piles on land to construct the quay.. intrusion into the geology.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:18:Approximately 3,000 piles will also be required to construct the quay.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:20:a piled quay wall along the river frontage is likely to reduce the connectivity of site soils with the River Tees.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:20:The creation of the piled wall along the river frontage has the potential to create different hydraulic flow
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:20:regimes along the piled wall to those that currently exists. This then creates the potential for contaminated
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_11. Terrestrial ecology.pdf:2: Section 41 of the Act requires the Secretary of State (SoS) to compile a list of habitats and species of
R-2020-0684-ESM-61586 Quay Design and Access Statement November 2020.PDF:5: into the riverbank). The new quay will be a solid piled quay structure up to 30m wide and
R-2020-0684-ESM-61586 Quay Design and Access Statement November 2020.PDF:6:4.3 The proposed scheme requires the construction of a new solid piled quay structure. The
R-2020-0684-ESM-61586 Quay Design and Access Statement November 2020.PDF:6: king piles with steel sheet pile infills. All piles would be installed through soils on land; no piling
R-2020-0684-ESM-61586 Quay Design and Access Statement November 2020.PDF:7: concrete ground slabs supported on approximately 500 vertical bored cast in-situ piles to
R-2020-0684-ESM-61586 Quay Design and Access Statement November 2020.PDF:7: support each of the heavy lift areas (i.e. up to 1000 piles for the heavy lift areas). Each heavy lift
R-2020-0684-ESM-61586 Quay Design and Access Statement November 2020.PDF:8: Amount – The new quay will be a solid piled quay structure up to 30m wide with 1,050m of
R-2020-0684-ESM-61586 Quay Design and Access Statement November 2020.PDF:8: Layout -Quay comprises combi-wall of steel tubular king piles with steel sheet pile infills,
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:13: Plant including conveyors and a warehouse building, there are also stockpiles of raw materials
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:14: • Removal of the piles supporting the jetties and the timber wharf using vibration techniques.
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:14: construction is a combi-wall comprising up to 400 large diameter (2,500mm) tubular king piles with
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:14: steel sheet pile infills. A piled anchor-wall (up to 400 tubular steel piles or 1,250m of sheet piles)
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:14: connect the combi-wall to the anchor-wall. The piles would be drilled into the Mercia Mudstone.
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:22:- Substation building to be crushed - 750m wharf with timber piles – likely to within pipework.
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:22: Stockpiles of aggregate and slag (Tarmac
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:25:Effective stockpile management would be essential within the site. It would maximise the amount of material
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf:12: • Installation of tubular king piles and spigots;
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf:12: • Installation of infill sheet piles;
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf:12: • Installation of heavy load area piles;
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf:12: • Installation of pile plugs and cope beam;
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf:13: piles and spigots RHDHV 140.0 LWAmax
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf:13: piles RHDHV 140.0 LWAmax
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf:13: king piles and spigots)
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf:13: area piles
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf:14: and pile plug and cope beam)
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf:14: Installation of pile plugs and Excavator (shared with heavy 1 C5.18 30 108.1
R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf:15: Piles to Stockyard 5000t Coaster 6 6
R-2020-0684-ESM-Appendix 9_Navigation Risk Assessment.pdf:20: wind farm Infrastructure, for example; monopiles and jackets and vessels
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_22. Climate change.pdf:7: Piles Cement: Sand: 11,866 11,014 22,880 0.209
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_22. Climate change.pdf:7: Platform pile Cement: Sand: 5,974 5,974 11,948 0.209
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_22. Climate change.pdf:7: platform piles
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_22. Climate change.pdf:9:in Table 22.5, there will be emissions associated with delivery of materials such as piles and rock for use in
R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1384_P01 Quay Sections.pdf:1: PILE PLUG
R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1384_P01 Quay Sections.pdf:1: PILE PLUG
R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1384_P01 Quay Sections.pdf:1: ANCHOR PILE (S355) WALL WIT
R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1384_P01 Quay Sections.pdf:1: -9.000 m ANCHOR PILE TOE LEVEL
R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1384_P01 Quay Sections.pdf:1: EXISTING GROUND PROFILE SUPPORTED OFF PILES ON
R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1384_P01 Quay Sections.pdf:1: PILE PLUG
R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1384_P01 Quay Sections.pdf:1: ANCHOR PILE S355 SHE
R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1384_P01 Quay Sections.pdf:1: -9.000 m ANCHOR PILE TOE LEVEL
R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1384_P01 Quay Sections.pdf:1: CONCRETE PILE
R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1388_P01 Construction Sequence.pdf:1: DRIVE KING PILES TO +0.00mCD
R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1388_P01 Construction Sequence.pdf:1: PILE TOP LEVEL
R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1388_P01 Construction Sequence.pdf:1: INSTALL INFILL PILES FOR MAIN WALL
R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1388_P01 Construction Sequence.pdf:1: TO INSTALL STEEL PILE SPIGOT. CLAY CLAY
R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1388_P01 Construction Sequence.pdf:1: INSTALL BORED CONCRETE PILES
R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1388_P01 Construction Sequence.pdf:1: WALL PILES
R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1388_P01 Construction Sequence.pdf:1: WALL PILE PLUG EXCAVATION IN FRONT OF
R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1388_P01 Construction Sequence.pdf:1: INSTALL PILE PLUG QUAY WALL TO FINAL LEVEL
R-2020-0684-ESM-Officer Report 0684.pdf:1:The new quay will be a solid piled quay structure up to 30m wide and 1,230m
R-2020-0684-ESM-Officer Report 0684.pdf:24:berthing pocket and construction of the quay wall. Approximately 3,000 piles
R-2020-0684-ESM-Officer Report 0684.pdf:25:minimising the potential for leaching of contaminants. The creation of the piled
R-2020-0684-ESM-Officer Report 0684.pdf:59: removal of the piles supporting the jetties and wharf and pipework
R-2020-0684-ESM-Officer Report 0684.pdf:63: Installation of tubular king piles and spigots;
R-2020-0684-ESM-Officer Report 0684.pdf:63: Installation of infill sheet piles;
R-2020-0684-ESM-Officer Report 0684.pdf:63: Installation of heavy load area piles;
R-2020-0684-ESM-Officer Report 0684.pdf:63: Installation of pile plugs and cope beam;
R-2020-0684-ESM-Officer Report 0684.pdf:63:All of the above assumptions have been compiled into tabular form within the
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_7. Marine sediment and water quality.pdf:26:introduced through the installation of sheet piles and other Infrastructure required for the proposed scheme.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf:5: construction works, including impact pile driving.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf:26:noise levels. Land-based impact pile driving noises that propagate through the water are expected to occur
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf:27:e.g. pile driving). With the incorporation of the mitigation measures detailed in Section 12.5.4 (i.e.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf:27:With the piling shrouding employed, the noise levels produced during construction (including during pile
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf:27:rigs, with ten minutes of impact pile driving per day per rig), and there are suitable alternative, unaffected
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf:32:the impulsive noises from impact pile driving). In the unlikely event that other projects coincide with the
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf:17:The high-level screening exercise compiled information on significant local flood risk from past and potential
R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf:1: vessels as well as the pile removal activities themselves will result in some disturbance to
R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf:2: The piles supporting the concrete jetties and the wharf, as well as the pipework feeding the
R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf:2: pumping station would all be removed. It is proposed that the piles would be extracted
R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf:3: pile.
R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf:3:consider if: It disturbs sediment with contaminants temporary. Any sediment resuspension is unlikely to last more than a few hours per pile.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_30. References.pdf:1:Caltrans (2015). Technical Guidance for Assessment and Mitigation of the Hydroacoustic Effects of Pile
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_30. References.pdf:7:(Phocoena phocoena) During Playbacks of Offshore Pile Driving Sounds. Aquatic Mammals: 44(1):92-99.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_30. References.pdf:12:N. (2012). Framework for assessing the impacts of pile-driving noise from offshore wind farm construction
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_30. References.pdf:13:underwater sound produced during pile driving. Bioacoustics, 17, pp.289–297.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:7: each pile removed.
R-2020-0684-ESM-Appendix 3_Scoping consultation.pdf:6:has been compiled following our review of the proposed scope of environmental
R-2020-0684-ESM-Appendix 3_Scoping consultation.pdf:12:estuary and offshore disposal of dredged material, construction of a combi-piled quay wall
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:30:Similarly, Cutts et al. (2009; 2013) compiled classifications for construction noise disturbance to wintering
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:7: the removal of piles.
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:7: is a combi-wall comprising up to 400 large diameter (2,500mm) tubular king piles with steel sheet
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:7: pile infills. A piled anchor-wall (up to 400 tubular steel piles or 1,250m of sheet piles) would be
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:7: combi-wall to the anchor-wall. The piles would be drilled into the Mercia Mudstone.
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:10:earth stockpile which runs along the road, parallel to the River Tees. It is understood that the earth stockpile
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:10: occupied by storage facilities in addition to large stockpiles of material. Approximately 250m to the north east of
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:11:Teesport Concrete Plant including conveyors and a warehouse building; there are also stockpiles of raw
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:714: -T19 -T4 -T10 E-D-T7 -T2 Area of Mobile Tools and Stockpiles
R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf:10: into the riverbank). The new quay will be a solid piled quay structure up to 30m wide and
R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf:10:3.3 The proposed scheme requires the construction of a new solid piled quay structure. The
R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf:10: king piles with steel sheet pile infills. All piles would be installed through soils on land; no piling
R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf:11: concrete ground slabs supported on approximately 500 vertical bored cast in-situ piles to
R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf:11: support each of the heavy lift areas (i.e. up to 1000 piles for the heavy lift areas). Each heavy lift
R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf:12: with vessels likely to berth in Tees Dock or at a suitable berth along the river channel. The piles
R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf:22: monopiles and transition pieces; top sides; blades; nacelles; and gearing systems. Interest has
R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf:32: construction and operation of a new solid piled quay set back into the riverbank.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:2:assumed that any material stockpiled or stored on the site would need to be removed in advance of works
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:2:The piles supporting the concrete jetties and the wharf, as well as the pipework feeding the pumping station
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:2:piles would be extracted using vibration techniques. It is anticipated that such works would be undertaking
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:2:The proposed scheme requires the construction of a new solid piled quay structure with approximate
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:4: TIE RODS HEAVY LIFT PLATFORM 150m LENGTH BY ANCHOR WALL PILES
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:4: 30m WIDTH. PILES ON 3.482m BY 3m GRID AT 3.482m CENTRES
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:4: TIE RODS HEAVY LIFT PLATFORM 150m LENGTH BY ANCHOR WALL PILES
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:4: 30m WIDTH. PILES ON 3.482m BY 3m GRID AT 3.482m CENTRES
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:5: PILE PLUG
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:5: PILE PLUG
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:5: ANCHOR PILE (S355) WALL WIT
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:5: -9.000 m ANCHOR PILE TOE LEVEL
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:5: EXISTING GROUND PROFILE SUPPORTED OFF PILES ON
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:5: PILE PLUG
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:5: ANCHOR PILE S355 SHE
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:5: -9.000 m ANCHOR PILE TOE LEVEL
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:5: CONCRETE PILE
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:6:The assessed form of construction for the quay wall is a combi-wall comprising steel tubular king piles with
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:6:steel sheet pile infills, as shown on Drawing PC1084-RHD-SB-DN-DR-C-1384. As noted above, an anchor
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:6:structure (typically a steel sheet pile wall/combi-wall or discrete anchor structures such as tubular steel piles)
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:6:The quay would be constructed at a level of approximately 8.64m chart datum (CD). King piles for the
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:6:the underlying Mercia mudstone. Up to 400 piles are envisaged for the combi-piled wall. The form of
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:6:piles or tubular piles; if a steel sheet piled wall is progressed, up to 1,250m of sheet piles would be required.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:6:Alternatively, up to 400 tubular piles of up 1,500mm in diameter would be used.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:6:slabs supported on approximately 500 vertical bored cast in-situ piles to support each of the heavy lift areas
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:6:(i.e. up to 1000 piles for the heavy lift areas). Each heavy lift area would be approximately 150m x 30m in
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:6:load from an applied surcharge and carry this on a piled platform. Should a retaining platform be utilised,
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:6:the diameter of the anchor wall piles would reduce, and the thickness of the combi-wall and the anchor wall
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:6:concrete piles approximately 800mm in diameter. The assessed pile requirements are summarised in Table
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:6:All piles would be installed through soils on land; no piling is proposed in the river channel. It has been
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:7: Feature Type of pile Maximum pile diameter Maximum number of piles
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:7: King piles – installed using
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:7: Tubular steel piles / sheet
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:7: piles
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:7: Heavy load platform Bored concrete piles 800mm 1,000
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:7: Relieving platform Bored concrete piles 800mm 1,200
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:7: Total number of piles 3,000
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:7:likely to berth in Tees Dock or at a suitable berth along the river channel. The piles and tie rods would then
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:12: DRIVE KING PILES TO +0.00mCD
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:12: PILE TOP LEVEL
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:12: INSTALL INFILL PILES FOR MAIN WALL
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:12: TO INSTALL STEEL PILE SPIGOT. CLAY CLAY
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:12: INSTALL BORED CONCRETE PILES
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:12: WALL PILES
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:12: WALL PILE PLUG EXCAVATION IN FRONT OF
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:12: INSTALL PILE PLUG QUAY WALL TO FINAL LEVEL
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:18: • Combi piled wall.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:18:A piled suspended deck structure would be technically feasible, however this option would require more
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:18:extensive excavation on land (approximately 370,000m3 more compared to the combi-piled wall) and piling
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:18:within the river channel. More extensive excavation on land compared to the solid piled wall options would
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:18:invertebrates and marine mammals; such impacts would not arise from the solid piled wall options. The
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:18:measures into the design; a solid piled wall has potential to incorporate a range of enhancement measures
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:18:such as ‘verti-pools’. The suspended deck also offers reduced future flexibility compared to the combi-piled
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:18:Whilst a seacant wall remains a feasible solution, the anchored combi-piled retaining wall has been selected
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:18:combi-piled wall from a technical perspective.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf:20: • removal of the piles supporting the jetties and wharf and pipework feeding the pumping station;
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf:21:anchors of the vessels and bow thrusters of the vessels, as well as the pile removal activities themselves,
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_10. Marine mammals.pdf:16:porpoise during playbacks of pile driving sounds (SPL of 154 dB re 1µPa) was 1.97m/s (7.1km/h) (Kastelein
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_6. Hydrodynamic and sedimentary regime.pdf:40:thrusters of the vessels as well as the pile removal activities themselves will result in some disturbance to
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_18. Air quality.pdf:15: • Cover, seed or fence stockpiles to prevent wind whipping.
R-2020-0684-ESM-RCBC scoping opinion.pdf:17:2. The cultural heritage chapter should be compiled in accordance with the standards and
R-2021-0405-FFM-0405.pdf:2:strip parallel to the Tees prior to installing piles and anchor walls which will form the
R-2021-0405-FFM-0405.pdf:2:• Suitable material stockpiled, unsuitable material disposed of offsite or treated as
R-2021-0405-FFM-0405.pdf:2:stockpiled materials.
R-2021-0405-FFM-0405.pdf:2:stippled area to finished site levels using stockpiled material.
R-2021-0405-FFM-OFFICER REPORT.pdf:7:excavation along a 110m wide strip parallel to the Tees prior to installing piles
R-2021-0405-FFM-OFFICER REPORT.pdf:7:• Suitable material stockpiled, unsuitable material disposed of offsite or
R-2021-0405-FFM-OFFICER REPORT.pdf:7:stockpiled materials.
R-2021-0405-FFM-OFFICER REPORT.pdf:7:stippled area to finished site levels using stockpiled material.
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:14:represent potential UXO risk. Should redevelopment require the installation of piled foundations or deep
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:16:It is not STDC’s intention to remove piles to depth below those identified in Table 1 or to address the
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:17: Grid square of origin Excavation area or stockpile of origin
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:18: the backfill area, stockpile, or treatment area)
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:24:Where samples are required to be taken from stockpiles of materials composite sampling from
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:24:stockpiles will be undertaken in order to collect a representative sample. Stockpiles will be subdivided
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:24:stockpiled for treatment. Stockpile and treatment areas will be required to be placed on impermeable
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:25: Where encountered, piled foundations shall be removed
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:25: current ground Where encountered, piled foundations shall be removed
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:28: One sample per 2,000m3 of stockpiled
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:28: One sample per 2,000m3 of stockpiled
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:29: One sample per 625m3 of stockpiled
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:29: One sample per 625m3 of stockpiled
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:31: Ex situ thermal remediation (smouldering combustion or thermopile); and,
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:31:removed to facilitate removal of structures it shall be separately stockpiled and covered to control
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:31:by maintaining mist sprays to keep the soils wet whilst handled and covered when stockpiled.
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:31:Soils which have been identified as containing asbestos (or suspected to) will be stockpiled separately
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:31:materials, they should be separated from other materials as far as practicable and stockpiled. Material
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:32:material will be placed into stockpiles and subjected to testing and grading to ensure suitability as
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:33:sealing of stockpiles and vehicle wash facilities to prevent the transport of mud and debris from the site
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:1:provided by the contractor indicates the material has been stockpiled at South Bank but not on the
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:1:stockpiled material. The findings of the investigation are yet to be provided to RCBC but the relevant
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:2: • Table 2: Soil GAC Protective of Human Health - Stockpiled Railway Embankment
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:2: • Table 2: Soil GAC Protective of Human Health - Stockpiled Railway Embankment
R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf:36:Table 2: Soil GAC Protective of Human Health - Stockpiled Railway Embankment
R-2022-0526-CD-COMPLIANCE OFFICER REPORT.pdf:3:application (Reserved Matters for first end user SeAH Monopile Manufacturing
R-2022-0526-CD-COMPLIANCE OFFICER REPORT.pdf:3:Monopile Manufacturing Facility).
R-2022-0526-CD-Covering Letter June 2022(1).pdf:1:Matters for first end user (SeAH Monopile Manufacturing Facility).
R-2022-0526-CD-AQIA_FINAL.pdf:1:SEAH MONOPILE MANUFACTURING
R-2022-0526-CD-AQIA_FINAL.pdf:2: PROJECT NAME: SEAH MONOPILE MANUFACTURING FACILITY
R-2022-0526-CD-AQIA_FINAL.pdf:3: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:4: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:5: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:5: (AQIA) for the proposed SeHa Monopile Manufacturing Facility development, Middlesbrough.
R-2022-0526-CD-AQIA_FINAL.pdf:6: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:6: (AQIA) for the proposed SeHa Monopile Manufacturing Facility development, located on the
R-2022-0526-CD-AQIA_FINAL.pdf:7: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:8: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:9: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:10: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:11: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:12: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:13: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:14: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:15: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:16: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:17: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:18: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:19: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:20: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:21: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:22: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:23: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:24: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:25: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:26: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:27: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:28: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:29: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:30: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:31: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:32: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:33: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:34: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:35: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:35: that are at least as high as any stockpiles on site.
R-2022-0526-CD-AQIA_FINAL.pdf:35: Cover, seed or fence stockpiles to prevent wind whipping.
R-2022-0526-CD-AQIA_FINAL.pdf:36: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:36: Earthworks Re-vegetate earthworks and exposed areas/soil stockpiles to stabilise surfaces
R-2022-0526-CD-AQIA_FINAL.pdf:37: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:38: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:39: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:40: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:41: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:42: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:43: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:44: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:45: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:46: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:47: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:48: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:49: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:50: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:51: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-AQIA_FINAL.pdf:52: SEAH MONOPILE MANUFACTURING FACILITY SEAH STDC SOUTH BANK
R-2022-0526-CD-COMPLIANCE DECISION NOTICE.pdf:2:of the outline application (Reserved Matters for first end user SeAH Monopile
R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:1:SeAH Monopile Facility, Teesport
R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:2: SeAH Monopile Facility
R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:2:SeAH Monopile Facility
R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:3: SeAH Monopile Facility
R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:4: SeAH Monopile Facility
R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:4:1.1.1 SeAH Wind Ltd. will develop a Monopile Manufacturing Facility in Teesport, North Yorkshire,
R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:5: SeAH Monopile Facility
R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:5:of the Monopile Facility, Power Station 2, Workers Room, Maintenance Station and Welding
R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:5:Network 3 will be draining approximately 7.7ha of surface water runoff from the Monopile Facility,
R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:6: SeAH Monopile Facility
R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:7: SeAH Monopile Facility
R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:8: SeAH Monopile Facility
R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:9: SeAH Monopile Facility
R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:10: MONOPILE FACILITY
R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:11: SeAH Monopile Facility
R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:49: SeAH Monopile Facility
R-2022-0679-CD-SEAH-ASA-00-EX-SI-D-A-0006_(S0-P2)_Proposed Landscape Plan.pdf:1: De Monopile Storage 16no
R-2022-0679-CD-64764_01 Covering Letter July 2022(1).pdf:1:Bank - SeAH Monopile Facility (R/2022/0355/FFM)
R-2022-0679-CD-SEAH-CLK-ZZ-EX.ZZ-DR-C-1500.pdf:1: MONOPILE FACILITY
R-2023-0211-CD-64764_01 Covering Letter 24.01.23.PDF:1:development within Phase 3 – Reserved Matters for first end user (SeAH Monopile Manufacturing
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:31: tar piled foundations.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:31: Removal of historic structures including piles to
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:31: tar piled foundations. sources of contamination such as NAPL and tar,
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:31: Removal of historic structures including piles to
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:338: CDP Cast Driven Piles SAA Small Arms Ammunition
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:342: • Future foundations are not known, but may include CFA or driven piles- all areas.”
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:345: During WWII, ARP wardens compiled detailed logs of bomb strikes across their respective districts. ARP records
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:347: • The removal of a “dud shell” (noted to be approximately 8” and 2’ long) found at a “scrape pile waiting to be
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:320: CDP Cast Driven Piles SAA Small Arms Ammunition
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:324: • Future foundations are not known, but may include CFA or driven piles- all areas.”
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:327: During WWII, ARP wardens compiled detailed logs of bomb strikes across their respective districts. ARP records
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:329: • The removal of a “dud shell” (noted to be approximately 8” and 2’ long) found at a “scrape pile waiting to be
R-2022-0755-CD-Aug 22 - CEMP - Land West of Warrenby - Site Preparation Remediation Works.pdf:4: Segregate excavated materials and stockpile in processing area;
R-2022-0755-CD-Aug 22 - CEMP - Land West of Warrenby - Site Preparation Remediation Works.pdf:17:they are not left open for extended periods during excavation and that stockpiles containing the
R-2022-0755-CD-Aug 22 - CEMP - Land West of Warrenby - Site Preparation Remediation Works.pdf:18: Consideration of stockpile / material locations with regard to the surface water features.
R-2022-0755-CD-Aug 22 - CEMP - Land West of Warrenby - Site Preparation Remediation Works.pdf:24:Any stockpiled material awaiting disposal or as backfill material will be sealed, dampened down or
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:7: A preferential pathway could be created if piled foundations are included within the design;
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:7: as tunnels and relic pile foundations, they are considered unlikely to significantly increase
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:17:The site data referenced in this report is summarised below and key information has also been compiled in
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:18:and stockpiles are present across parts of the Site primarily in the iron ponds area, around the former Pellet
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:33:shallow tunnels to be present and also the potential for relic pile foundations. These features, if present, may
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:34:• A preferential pathway could be created if piled foundations are included within the design which penetrate
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:34: pile design.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:34:• Preferential pathways based on the presence of historical sub-surface features such as tunnels and relic pile
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:67:• A preferential pathway could be created if piled foundations are included within the design which penetrate
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:67: pile design.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:67: relic pile foundations, they are considered unlikely to significantly increase the risk to water resource
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:12:onto the site. Mounds and stockpiles are present across parts of the site primarily in the Iron Ponds
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:19:redevelopment require the installation of piled foundations or deep ground improvement, clearance of
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:22:It is not STDC’s intention to remove piles to depths below those defined by Figure 1 to the 7.3m AOD
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:23: Grid square of origin Excavation area or stockpile of origin
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:23: the backfill area, stockpile, or treatment area)
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:27:Where samples are required to be taken from stockpiles of materials, composite sampling from
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:27:stockpiles will be undertaken in order to collect a representative sample.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:28:stockpiled for treatment. Stockpiled soils for treatment will be required to be placed on impermeable
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:28: • Where encountered, piled foundations shall be removed to the extent defined by Figure 1. A
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:31: • One sample per 2,000m3 of stockpiled slag
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:31: • One sample per 1,000m3 of stockpiled
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:31: • One sample per 2,000m3 of stockpiled
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:32: • One sample per 625m3 of stockpiled
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:32: • One sample per 625m3 of stockpiled
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:32:stockpiles:
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:33:in section 2.7.1) are identified in soils used as fill, or in stockpiles proposed for use as fill above the
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:33:For stockpiles where assessment indicates the exceedance of the reuse criteria indicates a localised
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:34: • Ex situ thermal remediation (smouldering combustion or thermopile); and,
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:34:removed to facilitate removal of structures it shall be separately stockpiled and covered to control
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:34:by maintaining mist sprays to keep the soils wet whilst handled and covered when stockpiled.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:35:Soils which have been identified as containing asbestos (or suspected to) will be stockpiled separately
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:35:materials, they should be separated from other materials as far as practicable and stockpiled. Material
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:35:land raises, stockpiles and surface features.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:35:material will be placed into stockpiles and subjected to testing and grading to ensure suitability as
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:37:sealing of stockpiles and vehicle wash facilities to prevent the transport of mud and debris from the site
R-2022-0435-CD-INCA2022-12 HRA - SeAH South Bank Rev 1.pdf:2:SeAH Steel are looking to build a new factory in the UK making monopiles for the offshore wind
R-2022-0435-CD-INCA2022-12 HRA - SeAH South Bank Rev 1.pdf:2:industry. The monopiles will vary in size up to a maximum of 120m long by 15.5m in diameter.
R-2022-0435-CD-INCA2022-12 HRA - SeAH South Bank Rev 1.pdf:2:The factory will consist of the main building where the monopiles will be constructed; a
R-2022-0435-CD-INCA2022-12 HRA - SeAH South Bank Rev 1.pdf:2:laydown/storage area for the completed monopiles prior to them being loaded on boats; and a
R-2019-0331-SCP-Archaeological Advice R-2019-0331-SCP South Bank Wharf _.pdf:1:2. The cultural heritage chapter should be compiled in accordance with the standards and
R-2019-0331-SCP-Letter to RCBC 19.05.20 Scoping Request FINAL.pdf:3: comprises a contiguous series of steel tubes or a combination of large diameter tubular piles
R-2019-0331-SCP-Letter to RCBC 19.05.20 Scoping Request FINAL.pdf:3: alternating with steel sheet piles. This latter arrangement is commonly referred to as a combi-pile
R-2019-0331-SCP-Letter to RCBC 19.05.20 Scoping Request FINAL.pdf:3: wall. The tubular piles will be tied back to an anchor wall with high strength steel anchor rods.
R-2019-0331-SCP-Letter to RCBC 19.05.20 Scoping Request FINAL.pdf:3: Large diameter tubular piles that will form part of the quay wall, will be installed from plant operating
R-2019-0331-SCP-Letter to RCBC 19.05.20 Scoping Request FINAL.pdf:3: on land. Given what is known about the ground conditions, we hope to be able to drill piles, to
R-2019-0331-SCP-Letter to RCBC 19.05.20 Scoping Request FINAL.pdf:3: minimise the use of percussive piling. The tubular piles will be fixed close to their top by anchors fixed
R-2019-0331-SCP-Letter to RCBC 19.05.20 Scoping Request FINAL.pdf:5: OWT with Monopile Foundation (Transition Alternative Jacket Foundation
R-2019-0331-SCP-Letter to RCBC 19.05.20 Scoping Request FINAL.pdf:5: Monopiles (MPs) with TPs fixed separately. It is expected that the jackets dimensions will be up to
R-2019-0331-SCP-Letter to RCBC 19.05.20 Scoping Request FINAL.pdf:6: Figure 4: A Monopile (c. 1,000T) being unloaded onto a SPMT at Able Seaton Port
R-2019-0331-SCP-Letter to RCBC 19.05.20 Scoping Request FINAL.pdf:8: Figure 6: Monopiles, Transition Pieces and Anodes in typical storage at ASP
R-2019-0331-SCP-Officer Letter_R20190331SCP.pdf:17:2. The cultural heritage chapter should be compiled in accordance with the standards and
R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF:14: and rubble will be stockpiled in the locality of the building ready for
R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF:15: to be transported out of the shed to the stockpiles. Any arising
R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF:17:All rubble and brick work, scrap metal associated with the buildings will be stockpiled locally. All approved rubble and brickwork this will be crushed into a 6F2 product
R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF:17:using an excavator mounted crushing bucket or processing plant. All scrap metal will be cut to manageable sizes of approximately 1.5m by 0.6m and stockpiled for
R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF:17: Demolition will be carried out top-down and on a bay-by-bay basis and materials stockpiled in waste streams away from the workface as works progress;
R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF:18: Material will be stockpiled in a windrow ready for crushing;
R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF:18: All brick and concrete will be crushed to a 6F2 Specification and stockpiled on site in the designated
R-2022-0366-CD-ApplicationFormRedacted.pdf:4: PHASE 3 - RESERVED MATTERS FOR FIRST END USER (SEAH MONOPILE MANUFACTURING FACILITY)
R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:1:SeAH Monopile Facility, Teesport
R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:2: SeAH Monopile Facility
R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:2:SeAH Monopile Facility
R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:3: SeAH Monopile Facility
R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:4: SeAH Monopile Facility
R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:4:1.1.1 SeAH Wind Ltd. will develop a Monopile Manufacturing Facility in Teesport, North Yorkshire,
R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:5: SeAH Monopile Facility
R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:5:of the Monopile Facility, Power Station 2, Workers Room, Maintenance Station and Welding
R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:5:Network 3 will be draining approximately 7.7ha of surface water runoff from the Monopile Facility,
R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:6: SeAH Monopile Facility
R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:7: SeAH Monopile Facility
R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:8: SeAH Monopile Facility
R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:9: SeAH Monopile Facility
R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:10: MONOPILE FACILITY
R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:11: SeAH Monopile Facility
R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:49: SeAH Monopile Facility
R-2022-0366-CD-SEAH-CLK-ZZ-EX.ZZ-DR-C-1500.pdf:1: MONOPILE FACILITY
R-2022-0366-CD-SEAH-CLK-ZZ-EX.ZZ-RP-C-0001(Drainage Operation and Maintenance Manual).pdf:1:SeAH Monopile Facility, Teesport
R-2022-0366-CD-SEAH-CLK-ZZ-EX.ZZ-RP-C-0001(Drainage Operation and Maintenance Manual).pdf:2: SeAH Monopile Facility
R-2022-0366-CD-SEAH-CLK-ZZ-EX.ZZ-RP-C-0001(Drainage Operation and Maintenance Manual).pdf:2:SeAH Monopile Facility
R-2022-0366-CD-SEAH-CLK-ZZ-EX.ZZ-RP-C-0001(Drainage Operation and Maintenance Manual).pdf:3: SeAH Monopile Facility
R-2022-0366-CD-SEAH-CLK-ZZ-EX.ZZ-RP-C-0001(Drainage Operation and Maintenance Manual).pdf:4: SeAH Monopile Facility
R-2022-0366-CD-SEAH-CLK-ZZ-EX.ZZ-RP-C-0001(Drainage Operation and Maintenance Manual).pdf:4:1.1.1 SeAH Wind Ltd. will develop a Monopile Manufacturing Facility in Teesport, North Yorkshire,
R-2022-0366-CD-SEAH-CLK-ZZ-EX.ZZ-RP-C-0001(Drainage Operation and Maintenance Manual).pdf:5: SeAH Monopile Facility
R-2022-0366-CD-SEAH-CLK-ZZ-EX.ZZ-RP-C-0001(Drainage Operation and Maintenance Manual).pdf:6: SeAH Monopile Facility
R-2022-0366-CD-SEAH-CLK-ZZ-EX.ZZ-RP-C-0001(Drainage Operation and Maintenance Manual).pdf:7: SeAH Monopile Facility
R-2022-0366-CD-SEAH-CLK-ZZ-EX.ZZ-RP-C-0001(Drainage Operation and Maintenance Manual).pdf:8: SeAH Monopile Facility
R-2022-0366-CD-Consultee Response - LLFA.pdf:1:development for SeAH Monopile Manufacturing Facility shall be carried out in strict accordance with the submitted
R-2022-0366-CD-61586 Conditions 12, 13 and 32 Covering Letter 14-04-22.PDF:1:Phase 3 – Reserved Matters for first end user (SeAH Monopile Manufacturing Facility).
R-2022-0366-CD-Officer report.pdf:1:SeAH Monopile Manufacturing Facility).
R-2022-0366-CD-Officer report.pdf:3:relation to phase 3 works. The development for SeAH Monopile Manufacturing
R-2022-0366-CD-Officer report.pdf:4:SeAH Monopile Manufacturing Facility).
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:5: Smouldering Combustion or Thermopile …………………………………………………………………… 20
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:15:represent potential UXO risk. Should redevelopment require the installation of piled foundations or deep
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:16:It is not STDC’s intention to remove piles to depth, excavate slag deposits below 2.5m bgl, or address
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:23: StarX or Thermopiles
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:25:to breakdown contaminants through co-metabolisation as an energy source. The soil piles are placed
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:25: Remediation rates could be enhanced using low thermal enhancement through the soil piles,
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:25: Treatment of the soil piles could take a reasonable amount of time depending on concentrations
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:25: pile.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:26: Smouldering Combustion or Thermopile
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:27: Smouldering Combustion or Thermopile works needs to be constructed. Whilst there is
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:33:Composite sampling from stockpiles will be undertaken in order to collect a representative sample.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:33:Stockpiles will be subdivided to representative sections, each section will be sub divided to 6 sub-
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:33:stockpiled for treatment. Stockpile and treatment areas will be required to be placed on impermeable
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:33: Where encountered, piled foundations shall be removed to a maximum extent of 2.5m bgl. A
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:37:ACM has to be removed to facilitate removal of structures it shall be separately stockpiled and covered
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:37:and covered when stockpiled.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:38:Soils which have been identified as containing asbestos (or suspected to) will be stockpiled separately
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:38:materials as far as practicable and stockpiled separately. Material should be crushed to 6f2 and reused
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:40:material will be placed into stockpiles and subjected to testing and grading to ensure suitability as
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:40:sealing of stockpiles and vehicle wash facilities to prevent the transport of mud and debris from the site
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:13:addition to large stockpiles of material. Land to the east and west of the former South Bank works is
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:27: Redcar: Replacement Cle3/8 ground is located in the southwest which is an area that formerly contained stockpiles of slag
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:58: facilities, material stock piles, chimneys, conveyors and tracks (North).
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:80: piles of dumped materials are also present adjacent to the western side of the hardstanding. Hardstanding
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:82: pump houses, meter houses, pipes, tanks, refuse piles, blast furnaces, water coolers, reservoirs, sluice,
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF:34:• Vertical migration of impacts down relic foundation piles is considered potentially active.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:151: 1.00 from wooden piles
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:198: clay with 229mm diameter square wooden piles (assumed to be
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:198:2.10 J7 piles) Sand is fine to medium. Slight hydrocarbon odour noted from
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:198: (2.50) wooden piles).
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF:204: (Engineer notes wooden piles driven into upper section of clay (soft
R-2021-0879-FF-Prairie Site, Desk Based Heritage Assessment.PDF:34:as a duty of the Secretary of State the need to compile and maintain a schedule of ancient monuments of
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 2).pdf:3: Biopiles S S S S S
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 2).pdf:7:Subject to viability and if piling is used in the final design it may be possible to re-use pile and foundation
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 2).pdf:12:include siting soil stockpiles and temporary storage tanks away from surface water drain entry points and
R-2021-0589-PND-Outline Method Statement - BOS Plant - Rev0.PDF:10: of demolition, the location of demolition equipment, storage, stockpile and lay-
R-2021-0589-PND-Outline Method Statement - BOS Plant - Rev0.PDF:16: Management An internal traffic management plan will be compiled prior to the commencement
R-2021-0589-PND-Outline Method Statement - BOS Plant - Rev0.PDF:20: Method Statements, compiled by our Asbestos Managers.
R-2021-0589-PND-Outline Method Statement - BOS Plant - Rev0.PDF:22: • All waste materials will be processed, segregated and either stockpiled on site for later re-use
R-2021-0589-PND-Outline Risk Assessment - BOS Plant - Rev0.PDF:3: b. Poor routing be excluded from working areas, stockpile and storage areas.
R-2021-0589-PND-Outline Risk Assessment - BOS Plant - Rev0.PDF:9: b. Un- A series of detailed Method Statements will be compiled and
R-2021-0589-PND-Outline Risk Assessment - BOS Plant - Rev0.PDF:13: • Supervisor to ensure timber stockpiles do not build
R-2022-0343-ESM-BUSINESS GROWTH.pdf:1:The building of the world's largest monopiles manufacturing facility will see the investment in excess of £200m by an
R-2022-0343-ESM-SEAH-ASA-00-EX-SI-D-A-0002_(S0-P1)_Proposed Parameters Plan.pdf:1: f Monopile Storage 16no
R-2022-0343-ESM-SEAH-ASA-00-EX-SI-D-A-0006_(S0-P2)_Proposed Landscape Plan.pdf:1: De Monopile Storage 16no
R-2022-0343-ESM-64764 SeAH EIA Compliance Statement (2) May 2022 pdf.pdf:1:SeAH Monopile Facility
R-2022-0343-ESM-64764 SeAH EIA Compliance Statement (2) May 2022 pdf.pdf:3:SeAH Monopile Facility : EIA Compliance Statement
R-2022-0343-ESM-64764 SeAH EIA Compliance Statement (2) May 2022 pdf.pdf:5:SeAH Monopile Facility : EIA Compliance Statement
R-2022-0343-ESM-64764 SeAH EIA Compliance Statement (2) May 2022 pdf.pdf:5: intended occupier SeAH Wind Ltd (“SeAH”), to provide an offshore wind turbine monopile
R-2022-0343-ESM-64764 SeAH EIA Compliance Statement (2) May 2022 pdf.pdf:5:1.4 The scheme consists of a new Monopile Manufacturing Facility together with onsite
R-2022-0343-ESM-64764 SeAH EIA Compliance Statement (2) May 2022 pdf.pdf:6:SeAH Monopile Facility : EIA Compliance Statement
R-2022-0343-ESM-64764 SeAH EIA Compliance Statement (2) May 2022 pdf.pdf:7:SeAH Monopile Facility : EIA Compliance Statement
R-2022-0343-ESM-64764 SeAH EIA Compliance Statement (2) May 2022 pdf.pdf:8:SeAH Monopile Facility : EIA Compliance Statement
R-2022-0343-ESM-64764 SeAH EIA Compliance Statement (2) May 2022 pdf.pdf:8: comprising an offshore wind turbine monopile manufacturing plant for SeAH.
R-2022-0343-ESM-64764 SeAH EIA Compliance Statement (2) May 2022 pdf.pdf:8: scale required by the monopile manufacturer.
R-2022-0343-ESM-64764 SeAH EIA Compliance Statement (2) May 2022 pdf.pdf:9:SeAH Monopile Facility : EIA Compliance Statement
R-2022-0343-ESM-64764 SeAH EIA Compliance Statement (2) May 2022 pdf.pdf:9: quay to facilitate onshore movement of the completed monopiles. To achieve the necessary
R-2022-0343-ESM-64764 SeAH EIA Compliance Statement (2) May 2022 pdf.pdf:10:SeAH Monopile Facility : EIA Compliance Statement
R-2022-0343-ESM-64764 SeAH EIA Compliance Statement (2) May 2022 pdf.pdf:11:SeAH Monopile Facility : EIA Compliance Statement
R-2022-0343-ESM-64764 SeAH EIA Compliance Statement (2) May 2022 pdf.pdf:12:SeAH Monopile Facility : EIA Compliance Statement
R-2022-0343-ESM-64764 SeAH EIA Compliance Statement (2) May 2022 pdf.pdf:13:SeAH Monopile Facility : EIA Compliance Statement
R-2022-0343-ESM-64764 SeAH EIA Compliance Statement (2) May 2022 pdf.pdf:13:5.2 The layout, appearance, scale and landscaping of the proposed monopile manufacturing
R-2022-0343-ESM-SEAH-ASA-00-EX-SI-D-A-0005_(S0-P1)_Location Plan (Reserved Matters).pdf:1: f Monopile Storage 16no
R-2022-0343-ESM-Officer report 0343.pdf:1:proposed development is for a monopile manufacturing facility for the
R-2022-0343-ESM-Officer report 0343.pdf:4:The building of the world's largest monopiles manufacturing facility will see the
R-2022-0343-ESM-Officer report 0343.pdf:12:The proposed layout, appearance, scale and landscaping of the monopile
R-2022-0343-ESM-SEAH-ASA-XX-XX.XX-A-A-0001-Design and Access Statement - 31.3.22.pdf:1:Monopile Manufacturing Facility & UK Headquarters
R-2022-0343-ESM-SEAH-ASA-XX-XX.XX-A-A-0001-Design and Access Statement - 31.3.22.pdf:5: Design & Access Statement – New Monopile Manufacturing Facility & Office Headquar
R-2022-0343-ESM-SEAH-ASA-XX-XX.XX-A-A-0001-Design and Access Statement - 31.3.22.pdf:8: Design & Access Statement – New Monopile Manufacturing Facility & Office Headquar
R-2022-0343-ESM-SEAH-ASA-XX-XX.XX-A-A-0001-Design and Access Statement - 31.3.22.pdf:9: Design & Access Statement – New Monopile Manufacturing Facility & Office Headquar
R-2022-0343-ESM-SEAH-ASA-XX-XX.XX-A-A-0001-Design and Access Statement - 31.3.22.pdf:10: Design & Access Statement – New Monopile Manufacturing Facility & Office Headquar
R-2022-0343-ESM-SEAH-ASA-00-EX-SI-D-A-0028_(S0-P2)_Proposed Fence & Gate Details.pdf:1: f Monopile Storage 16no Clear opening between posts TBC
R-2022-0343-ESM-ARCHAEOLOGIST.pdf:8: will be compiled and fully checked during the course of the recording work.
R-2022-0343-ESM-64764 SeAH EIA Compliance Statement April 2022.pdf:1:SeAH Monopile Facility
R-2022-0343-ESM-64764 SeAH EIA Compliance Statement April 2022.pdf:3:SeAH Monopile Facility : EIA Compliance Statement
R-2022-0343-ESM-64764 SeAH EIA Compliance Statement April 2022.pdf:5:SeAH Monopile Facility : EIA Compliance Statement
R-2022-0343-ESM-64764 SeAH EIA Compliance Statement April 2022.pdf:5: intended occupier SeAH Wind Ltd (“SeAH”), to provide an offshore wind turbine monopile
R-2022-0343-ESM-64764 SeAH EIA Compliance Statement April 2022.pdf:5:1.4 The scheme consists of a new Monopile Manufacturing Facility together with onsite
R-2022-0343-ESM-64764 SeAH EIA Compliance Statement April 2022.pdf:6:SeAH Monopile Facility : EIA Compliance Statement
R-2022-0343-ESM-64764 SeAH EIA Compliance Statement April 2022.pdf:7:SeAH Monopile Facility : EIA Compliance Statement
R-2022-0343-ESM-64764 SeAH EIA Compliance Statement April 2022.pdf:8:SeAH Monopile Facility : EIA Compliance Statement
R-2022-0343-ESM-64764 SeAH EIA Compliance Statement April 2022.pdf:8: comprising an offshore wind turbine monopile manufacturing plant for SeAH.
R-2022-0343-ESM-64764 SeAH EIA Compliance Statement April 2022.pdf:8: scale required by the monopile manufacturer.
R-2022-0343-ESM-64764 SeAH EIA Compliance Statement April 2022.pdf:9:SeAH Monopile Facility : EIA Compliance Statement
R-2022-0343-ESM-64764 SeAH EIA Compliance Statement April 2022.pdf:9: quay to facilitate onshore movement of the completed monopiles. To achieve the necessary
R-2022-0343-ESM-64764 SeAH EIA Compliance Statement April 2022.pdf:10:SeAH Monopile Facility : EIA Compliance Statement
R-2022-0343-ESM-64764 SeAH EIA Compliance Statement April 2022.pdf:11:SeAH Monopile Facility : EIA Compliance Statement
R-2022-0343-ESM-64764 SeAH EIA Compliance Statement April 2022.pdf:12:SeAH Monopile Facility : EIA Compliance Statement
R-2022-0343-ESM-64764 SeAH EIA Compliance Statement April 2022.pdf:13:SeAH Monopile Facility : EIA Compliance Statement
R-2022-0343-ESM-64764 SeAH EIA Compliance Statement April 2022.pdf:13:5.2 The layout, appearance, scale and landscaping of the proposed monopile manufacturing
R-2022-0343-ESM-64764 SeAH RM Covering Letter March 2022(1).pdf:1:provide an offshore wind turbine monopile manufacturing plant to serve the next generation of offshore
R-2022-0343-ESM-64764 SeAH RM Covering Letter March 2022(1).pdf:1:implement works necessary to deliver the SeAH monopile facility.
R-2020-0411-FFM-411 NEAR.pdf:1:and guidelines. There has been no site visit, but we agree with the compilers that a site visit was not
R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:9: stockpiled materials/waste.
R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:13: the Institute of Air Quality Management e.g. dampening/sheeting of stockpiles and exposed
R-2020-0411-FFM-Figure 6.9 Landscape Strategy.pdf:1: GRASS HEAP / BRUSHWOOD PILES
R-2020-0411-FFM-SEC8563 Redcar EfW Outfall Pipe Phase 1 Note_Final_20.10.29(1).pdf:2:The report has been compiled using the resources agreed with the client and in accordance with the scope of work
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:17: • storage of stockpiled materials on an impermeable surface to prevent leaching of
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:17: • stockpiles will be kept to minimum possible sizes with gaps to allow surface water runoff to
R-2020-0411-FFM-Chapter 5 Planning Policy.pdf:26: operational issues such as dust, noise, vibration and the visual effect of stockpiles.
R-2020-0411-FFM-Chapter 11 Air Quality.pdf:21: • Cover, seed or fence stockpiles to prevent wind whipping.
R-2020-0411-FFM-Chapter 11 Air Quality.pdf:21: using conveyors, processing within a building, minimal disturbance of stockpiles, water
R-2020-0411-FFM-Chapter 11 Air Quality.pdf:28: Incinerator Bottom Ash Aggregate (IBAA) would be stored for pH stabilisation in stockpiles. The
R-2020-0411-FFM-Chapter 11 Air Quality.pdf:28: stockpiles of processed IBAA would be open to the elements and rainwater runoff would be re-
R-2020-0411-FFM-Chapter 11 Air Quality.pdf:29: used on site for damping down of the stockpiles. Based on the above, the magnitude of the source
R-2020-0411-FFM-Chapter 2 Project Description.pdf:14: loader into temporary stockpiles in the dedicated external storage yard, where it would be stored
R-2020-0411-FFM-Chapter 2 Project Description.pdf:14: for a period for pH stabilisation. The stockpiles would be open to the elements and rainwater runoff
R-2020-0411-FFM-Chapter 2 Project Description.pdf:14: drenching in the ERF or damping down of the stockpiles. Any excess water wouldeither be treated.
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: stockpiles and exposed soils;
R-2020-0411-FFM-Non Technical Summary.pdf:19: appropriate storage and siting of stockpiles during construction, including provision of gaps, to
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:20: stockpiled material, positioning potential contaminants such as fuel storage away from the SSSI
R-2020-0411-FFM-Chapter 13 - Other Environmental Effects.pdf:4:13.6.4 Climate data from the UKCP18 database has been used to compiled for a 25 km2 grid square
R-2020-0411-FFM-Chapter 4 - EIA Methodology.pdf:7:4.5.11 Climate data from the UKCP18 database has been compiled for a 25 km2 grid containing the site,
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:24: loader into temporary stockpiles in the dedicated external storage yard, where it would be stored
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:24: for a period for pH stabilisation. The stockpiles would be open to the elements and rainwater runoff
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:24: drenching in the ERF or damping down of the stockpiles. Any excess water would either be
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:77: stockpiles.
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:86: the Incinerator Bottom Ash Aggregate (IBAA) would be stored for pH stabilisation in stockpiles.
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:86: The stockpiles of processed IBAA would be open to the elements and rainwater runoff would be
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:86: re-used on site for damping down of the stockpiles. Based on the above, the magnitude of the
R-2020-0411-FFM-Appendix 4.1 Redcar Energy Centre Scoping Report and Scoping Opinion.pdf:3:contents of this report. The report has been compiled using the resources agreed with the client and in accordance with
R-2020-0411-FFM-Appendix 4.1 Redcar Energy Centre Scoping Report and Scoping Opinion.pdf:22:4.21 Climate data from the UKCP18 database will be compiled for a 25 km2 grid square containing the
R-2020-0411-FFM-Appendix 4.1 Redcar Energy Centre Scoping Report and Scoping Opinion.pdf:32:5.49 The information will be compiled in a Phase 1 Preliminary Risk Assessment, which will form a
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:2:use of, or rely on the contents of this report. The report has been compiled using the resources agreed with
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:11: stockpiled materials/waste.
R-2020-0247-CD-Warrenby 3B Enabling Works - CEMP (Rev C).pdf:22:on ACOs, without disturbing them. Using binoculars, any other open areas such as rocks, piles of
R-2022-0176-CD-2015-10 Section 36 Consent (Conditions) (12).pdf:8: deposited with the Council a scheme for impact pile, or other
R-2022-0176-CD-2015-10 Section 36 Consent (Conditions) (12).pdf:8: means of pile driving, including methods and duration and shall
R-2022-0176-CD-2015-10 Section 36 Consent (Conditions) (12).pdf:9:(15) Notwithstanding the terms of Condition (14) all impact pile
R-2022-0731-CD-STDC_HWY-ATK-ELS-PR-DR-LL-000001_C01.PDF:1: · Source: Submit sample for approval. Declaration of planting. · Multiple handling: Keep to a minimum. Use or stockpile · Type: Suitable for suppressing perennial weeds. · Working access: Planks laid on previously laid turf. Do not · Timing of making good: The next suitable planting season. PROPOSED SINGLE SIZED GRAVEL
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:15: The 4no Outfalls are located within the front combi wall, located between tubular piles.
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:24: Pile Design and Construction Practice, Sixth Edition by MJ Tomlinson and J
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:33: Outfalls shall be located within the front combi wall, located between tubular piles.
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:10:of the site surfacing. Stockpiles of granular materials understood to result from the steelmaking process
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:16:represent potential UXO risk. Should redevelopment require the installation of piled foundations or deep
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:17:therefore account for land raises, stockpiles and surface features.
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:19:It is not STDC’s intention to remove piles to depths below 2.5m bfl (7.5m AOD) or address the potential
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:20: Grid square of origin Excavation area or stockpile of origin
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:20: the backfill area, stockpile, or treatment area)
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:24:Where samples are required to be taken from stockpiles of materials, composite sampling from
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:24:stockpiles will be undertaken in order to collect a representative sample. Stockpiles will be subdivided
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:25:stockpiled for treatment. Stockpile and treatment areas will be required to be placed on impermeable
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:25: Where encountered, piled foundations shall be removed to a maximum extent of 2.5m bfl. A
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:27: One sample per 2,000m3 of stockpiled
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:27: One sample per 2,000m3 of stockpiled
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:28: One sample per 625m3 of stockpiled
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:28: One sample per 625m3 of stockpiled
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:30: Ex situ thermal remediation (smouldering combustion or thermopile); and,
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:30:removed to facilitate removal of structures it shall be separately stockpiled and covered to control
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:30:by maintaining mist sprays to keep the soils wet whilst handled and covered when stockpiled.
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:30:Soils which have been identified as containing asbestos (or suspected to) will be stockpiled separately
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:30:materials, they should be separated from other materials as far as practicable and stockpiled. Material
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:31:noted that these are depths from existing site levels and therefore account for land raises, stockpiles
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:33:material will be placed into stockpiles and subjected to testing and grading to ensure suitability as
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:34:sealing of stockpiles and vehicle wash facilities to prevent the transport of mud and debris from the site
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:40: Stockpiles no
R-2021-0152-CD-Blast furnace RecordingWSIv4.PDF:7: will be compiled and fully checked during the course of the recording work.
R-2021-0152-CD-Blast furnace RecordingWSI revMar21.pdf:8: will be compiled and fully checked during the course of the recording work.
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:41: facilitate removal of structures it shall be separately stockpiled and covere d to control potential
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:41: by maintaining mist sprays to keep the soils wet whilst handled and covered when stockpiled.
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:41: be included in piling risk assessment should piles be proposed.
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:42: will be stockpiled for treatment. Stockpile and treatment areas will be required to be placed on
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:42: be geo-referenced and all stockpile sample nomenclature would ensure individual identification.
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:12: it shall be separately stockpiled and covered
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:12: whilst handled and covered when stockpiled.
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:12: assessment should piles be proposed.
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:13: reuse will be stockpiled for treatment. Contractor.
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:13: Stockpile and treatment areas will be
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:15: materials stockpiles to reduce
R-2020-0819-ESM-Dorman Point - Planning Statement - Dec 2020.pdf:31: monopiles and transition pieces; top sides; blades; nacelles; and gearing systems. Interest has
R-2020-0819-ESM-Dorman Point - Planning Statement - Dec 2020.pdf:47: 3 Careful siting and management of materials stockpiles; and
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter K - Below Ground Heritage - Dec 2020.PDF:6: It identifies as a duty of the Secretary of State the need to compile and maintain a schedule of
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter F - Air Quality - Dec 2020.PDF:27: least as high as any stockpiles on site;
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter F - Air Quality - Dec 2020.PDF:27: vii. Cover, seed or fence stockpiles to prevent wind whipping; and
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter F - Air Quality - Dec 2020.PDF:27: i. Re-vegetate earthworks and exposed areas/soil stockpiles to stabilise surfaces as soon
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter B -Site Description and Scheme Proposals - Dec 2020.PDF:17: and construction and operation of a new solid piled quay set back into the riverbank. Due to
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter B -Site Description and Scheme Proposals - Dec 2020.PDF:31: 2 The careful siting and management of material stock piles welfare buildings and other
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter B -Site Description and Scheme Proposals - Dec 2020.PDF:31: which are at least as high as any stockpiles on site;
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter B -Site Description and Scheme Proposals - Dec 2020.PDF:33: as high as any stockpiles on site;
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter B -Site Description and Scheme Proposals - Dec 2020.PDF:34: 7 Cover, seed or fence stockpiles to prevent wind whipping; and
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter B -Site Description and Scheme Proposals - Dec 2020.PDF:34: 1 Re-vegetate earthworks and exposed areas/soil stockpiles to stabilise surfaces as soon as
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter L - LVIA - Dec 2020.PDF:37: installation of suitable site hoarding, careful siting and management of materials stockpiles and
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter L - LVIA - Dec 2020.PDF:44:L5.56 The retained materials stockpiles at South Bank will be screened by the proposed development
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter L - LVIA - Dec 2020.PDF:52: 3 Careful siting and management of materials stockpiles to reduce prominence on site by
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter E - Noise & Vibration - Dec 2020.PDF:25: 4 240 mm pile diameter 88
R-2020-0819-ESM-Dorman Point ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:23: management of materials stockpiles and the sensitive siting of site welfare and other temporary
R-2020-0819-ESM-Dorman Point ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:24: 3 Careful siting and management of materials stockpiles to reduce prominence on site by
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter M - Waste and Materials Management - Dec 2020(1).PDF:15: data compiled from the Building Research Establishment (BRE) SMARTstart tool (Ref 20),
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter M - Waste and Materials Management - Dec 2020(1).PDF:20: data compiled from the Building Research Establishment (BRE) SMARTstart tool (Ref 20),
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter K - Below Ground Heritage - Dec 2020.PDF:38:as a duty of the Secretary of State the need to compile and maintain a schedule of ancient monuments of
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter K - Below Ground Heritage - Dec 2020.PDF:50: will be compiled and fully checked during the course of the recording work.
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:13:The site data referenced in this report is summarised below and key information has also been compiled in
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:21:shallow tunnels to be present and also the potential for relic pile foundations. These features, if present, may
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:22:A preferential pathway could be created if piled foundations are included within the design which penetrate
R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:22:through the Glacial Till and Glaciolacustrine Deposits; a piling risk assessment may be required to inform pile
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter M - Waste and Materials Management - Dec 2020.PDF:16: data compiled from the Building Research Establishment (BRE) SMARTstart tool (Ref 20),
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter M - Waste and Materials Management - Dec 2020.PDF:20: data compiled from the Building Research Establishment (BRE) SMARTstart tool (Ref 20),
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:24: requirement for piled foundations or ground improvement works in relation to structures
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:35: stockpiled and covered to control potential dust generation. Any soils containing asbestos that
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:35: may also be covered when stockpiled if necessary.
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:36: referenced, and all stockpile sample nomenclature would ensure individual identification.
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter E - Noise & Vibration - Dec 2020.PDF:25: 4 240 mm pile diameter 88
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:11: structures it shall be separately stockpiled
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:11: may also be covered when stockpiled if
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:13: materials stockpiles to reduce
R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:19: tidal flat deposits, indicates the potential requirement for piled foundations or ground
R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:24: management of materials stockpiles and the sensitive siting of site welfare and other temporary
R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:25: 3 Careful siting and management of materials stockpiles to reduce prominence on site by
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter K - Below Ground Heritage - Dec 2020(1).PDF:6: It identifies as a duty of the Secretary of State the need to compile and maintain a schedule of
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter L - LVIA - Dec 2020.PDF:28: prominent, except for in locations of stockpiled materials which limit views beyond. Overhead
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter L - LVIA - Dec 2020.PDF:36: installation of suitable site hoarding, careful siting and management of materials stockpiles and
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter L - LVIA - Dec 2020.PDF:49: 3 Careful siting and management of materials stockpiles to reduce prominence on site by
R-2020-0822-ESM-Long Acres ES - Vol 3 - Chapter D - Biodiversity and Ecology - Dec 2020.PDF:13:on ACOs, without disturbing them. Using binoculars, any other bare areas such as rocks, piles of
R-2020-0822-ESM-Long Acres ES - Vol 3 - Chapter D - Biodiversity and Ecology - Dec 2020.PDF:22:nesting bird species. Stone piles should be left at the foot of the refuge to provide a habitat
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter B - Site and Scheme Description - Dec 2020.PDF:17: and construction and operation of a new solid piled quay set back into the riverbank. Due to
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter B - Site and Scheme Description - Dec 2020.PDF:31: 2 The careful siting and management of material stockpiles welfare buildings and other
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter B - Site and Scheme Description - Dec 2020.PDF:31: which are at least as high as any stockpiles on site;
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter B - Site and Scheme Description - Dec 2020.PDF:32: as high as any stockpiles on site;
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter B - Site and Scheme Description - Dec 2020.PDF:33: 17 Cover, seed or fence stockpiles to prevent wind whipping; and
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter B - Site and Scheme Description - Dec 2020.PDF:33: 30 Re-vegetate earthworks and exposed areas/soil stockpiles to stabilise surfaces as soon as
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter F - Air Quality - Dec 2020.PDF:28: at least as high as any stockpiles on site;
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter F - Air Quality - Dec 2020.PDF:28: vii Cover, seed or fence stockpiles to prevent wind whipping; and
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter F - Air Quality - Dec 2020.PDF:28: i Re-vegetate earthworks and exposed areas/soil stockpiles to stabilise surfaces as
R-2020-0465-FFM-Metals Recovery Site HRA_Issue.PDF:38: stockpiles.
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:13:addition to large stockpiles of material. Land to the east and west of the former South Bank works is
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:27: Redcar: Replacement Cle3/8 ground is located in the southwest which is an area that formerly contained stockpiles of slag
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:58: facilities, material stock piles, chimneys, conveyors and tracks (North).
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:80: piles of dumped materials are also present adjacent to the western side of the hardstanding. Hardstanding
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:82: pump houses, meter houses, pipes, tanks, refuse piles, blast furnaces, water coolers, reservoirs, sluice,
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:103: Biopiles S S S S
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:107:Subject to viability and if piling is used in the final design it may be possible to re-use pile and foundation
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:112:include siting soil stockpiles and temporary storage tanks away from surface water drain entry points and
R-2020-0465-FFM-Metals Recovery Site, South Bank, Redcar DBA.PDF:31:as a duty of the Secretary of State the need to compile and maintain a schedule of ancient monuments of
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:9:At the time of the siteworks the site is covered by stockpiles of aggregates from the steelmaking process,
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:9:and the stockpiles the area is generally level and covered with aggregates of steel biproducts.
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:14: stockpiled on site. The SLEMS is understood to be located compounds (VOC), semi volatile organic compounds
R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:16: Depending on pile design for future structures, vertical migration of impacts down foundation piles is
R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf:15: (e.g. hammering of metal piles) can cause disturbances to birds.
R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf:70: Notes for compilers:
R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf:70: Information Sheet on Ramsar Wetlands. Compilers are strongly advised to read this guidance before filling in the
R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf:70:3. Once completed, the RIS (and accompanying map(s)) should be submitted to the Ramsar Secretariat. Compilers
R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf:70:1. Name and address of the compiler of this form: FOR OFFICE USE ONLY.
R-2022-0951-CD-SEAH-ASA-XX-XX-XX-A-0007_(S0-P1)_Design Statement to Support Condition 31 - 28.10.22.PDF:1:Monopile Manufacturing Facility & UK Headquarters
R-2022-0951-CD-SEAH-ASA-XX-XX-XX-A-0007_(S0-P1)_Design Statement to Support Condition 31 - 28.10.22.PDF:2:The scheme consists of a new Monopile Manufacturing Facility
R-2022-0951-CD-SEAH-ASA-XX-XX-XX-A-0007_(S0-P1)_Design Statement to Support Condition 31 - 28.10.22.PDF:3: Design Statement Condition 31 – New Monopile Manufacturing Facility & Office Headqu
R-2022-0951-CD-SEAH-ASA-XX-XX-XX-A-0007_(S0-P1)_Design Statement to Support Condition 31 - 28.10.22.PDF:3:Process required to manufacturer the SeAH Monopile product. The
R-2022-0951-CD-SEAH-ASA-XX-XX-XX-A-0007_(S0-P1)_Design Statement to Support Condition 31 - 28.10.22.PDF:4:of the Monopile product. These are Anthracite in Colour. A number
R-2022-0951-CD-SEAH-ASA-XX-XX-XX-A-0007_(S0-P1)_Design Statement to Support Condition 31 - 28.10.22.PDF:5:Design Statement Condition 31 – New Monopile Manufacturing Facility & Office Headqu
R-2022-0951-CD-SEAH-ASA-XX-XX-XX-A-0007_(S0-P1)_Design Statement to Support Condition 31 - 28.10.22.PDF:6: Design Statement Condition 31 – New Monopile Manufacturing Facility & Office Headqu
R-2022-0951-CD-SEAH-ASA-XX-XX-XX-A-0007_(S0-P1)_Design Statement to Support Condition 31 - 28.10.22.PDF:7: Design Statement Condition 31 – New Monopile Manufacturing Facility & Office Headqu
R-2022-0951-CD-64764 Covering Letter November 2022(1).pdf:1:development within Phase 3 – Reserved Matters for first end user (SeAH Monopile Manufacturing
171019South-Tees-Master-Plan-19-Nov-17.pdf:54:of the extensive SSI archive and site walkover surveys. side of the site, is likely to be the most heavily impacted area is used to stockpile raw materials including coal. areas where major remediation is required, including
171019South-Tees-Master-Plan-19-Nov-17.pdf:54:Bi-Products facilities. Residual coal-tar is stockpiled
171019South-Tees-Master-Plan-19-Nov-17.pdf:60:and coal tar stockpiles above ground at South Bank. bles, and associated pylons and Sub Sta- Trunk Road. The NWL WWTW has its own boundary