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EN010103-002386-Environment Agency - Comments on any other information submitted at Deadline 10.pdf:2:16 (construction environmental management plan), 23 (piling and penetrative
EN010103-002386-Environment Agency - Comments on any other information submitted at Deadline 10.pdf:2:dialogue. However, at this stage, detailed design, piling information and remedial
EN010103-001137-NZT DCO 6.4.46 ES Vol III Appendix 24A Planned Development and Development Allocations.pdf:14: − Increase the max. hammer piling energy for & Cleveland).Easting: 593km2 / 229 2020 NMC for
EN010103-001137-NZT DCO 6.4.46 ES Vol III Appendix 24A Planned Development and Development Allocations.pdf:14: − To increase the maximum hammer piling approved
EN010103-002421-NZT DCO 9.42 - Comments on D9 Submissions & Additional Submissions - Oct 2022 (D11).pdf:49: be secured within the dredge pocket by pin piling. A quantity of rock armour
EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:35: Programme anticipates that piling will be needed for the main foundations of the
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:45: porpoise population numbers. At that point the standard JNCC mitigation for piling
EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:55: highlighted that the LAeq arising from sheet piling would be likely to disturb the
EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:55: sheet piling has been omitted and it has been confirmed that bored piling will be
EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:55: used at the PCC Site rather than driven piling, such that the PEIR modelling required
EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:56:6.1.7 Construction period bored piling at the PCC Site will lead to a LAeq of approx. 65 -
EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:57:6.1.10 Since there is no percussive element to the works (unlike with impact piling) only
EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:117: a. Paragraphs 6.1.7 (bored piling at the PCC Site) and 6.1.9 (HDD for CO2 export pipeline) discuss potential noise impacts on the Teesmouth and Cleveland
EN010103-002552-NZT DCO 5.13 - HRA Report (Clean) - Nov 2022 (D12) (1).pdf:117: Development during piling for the CO2 export pipeline. Only a small section of the SPA / Ramsar would fall within this zone (approximately 5ha), the entire
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:45: (n) tunnelling, boring, piling and drilling works and management of arisings,
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:56:Piling and penetrative foundation design
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:56:commence, save for the permitted preliminary works, until a written piling and penetrative
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:56:the piling mitigation measures in paragraph 10.8 of Chapter 10 of the environmental statement and
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:57: (2) All piling and penetrative foundation works must be carried out in accordance with the
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:91: 19.—(1) Vibratory or drilled ‘pin’ piling must be used as standard, with percussive piling only
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:91:vibratory or drilled ‘pin’ piling would be ineffective. If percussive piling is necessary, soft-start
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:91: (3) Should piling cease for a period greater than 10 minutes, then the soft start procedure must
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:104: 19.—(1) Vibratory or drilled ‘pin’ piling must be used as standard, with percussive piling only
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:104:vibratory or drilled ‘pin’ piling would be ineffective. If percussive piling is necessary, soft-start
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:104: (3) Should piling cease for a period greater than 10 minutes, then the soft start procedure must
EN010103-002080-NZT DCO 2.1 - Draft DCO (Comparison with (D5) August 2022) - August 2022 (D6).pdf:133: (d) piling, undertaking of a 3D seismic survey or the sinking boreholes within 30 metres of
EN010103-002528-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Nov 2022 (D12).pdf:46: 3.8.64. Requirement 23 (Piling and penetrative foundation design) - this is not a model provision.
EN010103-002528-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Nov 2022 (D12).pdf:46: works, until a piling and penetrative foundation design method statement, informed by a
EN010103-002528-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Nov 2022 (D12).pdf:46: risk assessment and which is consistent with the piling mitigation measures in paragraph
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:35: current Construction Programme anticipates that piling will be needed for the main
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:35: conditions. It has been confirmed that bored piling is recommended for installing all
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:47: population numbers. At that point the standard JNCC mitigation for piling and
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:58: PEIR highlighted that the LAeq arising from sheet piling would be likely to disturb the
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:58: since changed, sheet piling has been omitted and it has been confirmed that bored
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:58: piling will be used at the PCC Site rather than driven piling, such that the PEIR
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:59:6.1.7 Construction period bored piling at the PCC Site will lead to a LAeq of approx. 65 -
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:60:6.1.10 Since there is no percussive element to the works (unlike with impact piling) only
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:117: a. Paragraphs 6.1.7 (bored piling at the PCC Site),) and 6.1.11 (HDD for CO2 export pipeline) and 6.1.15 (CO2 gathering network) discuss potential noise
EN010103-002258-NZT DCO - 5.13 - HRA (Tracked) - Sept 2022(D8).pdf:117: 70dB at the northern edge of the Proposed Development during piling for the CO2 export pipeline. Only a small section of the SPA / Ramsar would fall within
EN010103-000886-NZT DCO 6.2.1 ES Vol I Chapter 1 Introduction.pdf:9: Advice Note Fourteen: Compiling the Consultation Report (PINS, 2021).
EN010103-000886-NZT DCO 6.2.1 ES Vol I Chapter 1 Introduction.pdf:10: Planning Inspectorate (2021). Advice Note Fourteen: Compiling the
EN010103-001868-NZT-ISH3-DCO-Agenda.pdf:4: o R23 Piling and penetrative foundation design;
EN010103-001998-NZT DCO 2.1c - Schedule of Changes to the DCO - August 2022(D5).pdf:3:of noise – construction), 23 (Piling and
EN010103-002254-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Sept 2022(D8).pdf:46: 3.8.65. Requirement 23 (Piling and penetrative foundation design) - this is not a model provision.
EN010103-002254-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Sept 2022(D8).pdf:46: works, until a piling and penetrative foundation design method statement, informed by a
EN010103-002254-NZT DCO 2.2 - Explanatory Memorandum (Clean) - Sept 2022(D8).pdf:46: risk assessment and which is consistent with the piling mitigation measures in paragraph
EN010103-000910-NZT DCO 6.2.18 ES Vol Chapter 18 Archaeology and Cultural Heritage.pdf:20: such as demolition, site clearance, piling and foundations activities and
EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf:141: not impact piling such as auger
EN010103-001853-8.3 - STDC SoCG (Clean) - June 2022(D3).pdf:35: • Requirement no. 23: Piling and penetrative
EN010103-001853-8.3 - STDC SoCG (Clean) - June 2022(D3).pdf:51: 49 Stockpiling of Spoil from the construction of the CO2 Export STDC’s relevant representation questioned the Under
EN010103-001853-8.3 - STDC SoCG (Clean) - June 2022(D3).pdf:52: without significant stockpiling being required.
EN010103-001238-Natural England Net Zero Teesside NSIP Redcar_Redacted.pdf:5: Nature Conservation Committee mitigation measures for piling and geophys surveys
EN010103-002069-NZT DCO 8.5 - Environment Agency SoCG (Tracked) August 2-22 (D6).pdf:10: Mitigation including piling restrictions.
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:51:or piling required directly beneath the Redcar Mudstone WFD Mudstone & Redcar
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:78: • Should the GI prove the need for piling or soil mixing to take place, the
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:78: Secondary ‘A’ or ‘B’ bedrock Aquifers. If piling is required, low noise piling
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:78: • Either piling or pin drilling to secure the outfall head;
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:82: and sink exercise, potential piling or pin drilling and installation of rock armour
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:89: that may open or modify potential pollutant linkages (e.g. from piling
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:90:9.7.92 The need for piling works will be assessed Study. Any piling works required
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:90: would be planned in accordance with best practice guidance ‘Piling and
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:90: Any piling operations required would be subject to a works risk assessment
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:90: measures to be detailed in piling method statements. Similarly, a drilling fluid
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:116:Body Status Mine assessment and Remediation Strategy. Any piling
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:116: measures to be detailed in piling method statements.
EN010103-002424-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Tracked).pdf:122: Environment Agency (2001). ‘Piling and Penetrative Ground Improvement
EN010103-002046-NZT DCO 2.2 - Explanatory Memorandum (Tracked) August 2022 (D6).pdf:46: 3.8.65. 3.8.67.Requirement 23 (Piling and penetrative foundation design) - this is not a model
EN010103-002046-NZT DCO 2.2 - Explanatory Memorandum (Tracked) August 2022 (D6).pdf:46: preliminary works, until a piling and penetrative foundation design method statement,
EN010103-002046-NZT DCO 2.2 - Explanatory Memorandum (Tracked) August 2022 (D6).pdf:46: informed by a risk assessment and which is consistent with the piling mitigation measures
EN010103-001211-NZT DCO 1.2 - Application Guide - Oct 2021 Rev.2.0.pdf:19: 6.3.53 Figure 11.2: PCC Site Piling - October 2021 -
EN010103-001246-EA_NZT_OFFICIAL_171221_Redacted.pdf:18:Any extensive piling activities below Mean High Water Springs may be subject to
EN010103-001586-NZT DCO 8.4 - MMO SoCG - May 2022.pdf:17: Draft DML Condition 19 (Piling)
EN010103-001586-NZT DCO 8.4 - MMO SoCG - May 2022.pdf:18: It is agreed that for piling works, the good practice and design
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
EN010103-001586-NZT DCO 8.4 - MMO SoCG - May 2022.pdf:18: mitigation measures for piling shall be adopted during
EN010103-001586-NZT DCO 8.4 - MMO SoCG - May 2022.pdf:20: design, including piling, dredging and the Tees crossing, and c) cumulative effects.
EN010103-001586-NZT DCO 8.4 - MMO SoCG - May 2022.pdf:30: include activities such as piling etc). EW confirmed that we will expand
EN010103-001586-NZT DCO 8.4 - MMO SoCG - May 2022.pdf:45: precautionary to include activities such as piling etc). We will expand
EN010103-001586-NZT DCO 8.4 - MMO SoCG - May 2022.pdf:58: mitigation; by way of example, for the piling at the intake –
EN010103-001586-NZT DCO 8.4 - MMO SoCG - May 2022.pdf:58: with impact piling only being used to achieve design depth.
EN010103-001586-NZT DCO 8.4 - MMO SoCG - May 2022.pdf:59: approach to the intake cofferdam piling and mitigation, are
EN010103-001586-NZT DCO 8.4 - MMO SoCG - May 2022.pdf:65: piling, providing MMO an opportunity to remove the
EN010103-001586-NZT DCO 8.4 - MMO SoCG - May 2022.pdf:141:05 Piling RG showed a figure with the location of potential pin drilling / piling. If piling is
EN010103-001586-NZT DCO 8.4 - MMO SoCG - May 2022.pdf:141: required, it will consist of non-impact piling methods and will occur in Tees
EN010103-001586-NZT DCO 8.4 - MMO SoCG - May 2022.pdf:141: IC stated that the requirement for pin piling will be decided as part of the
EN010103-001586-NZT DCO 8.4 - MMO SoCG - May 2022.pdf:141:08 Cumulative Effects RG reiterated that project activities such as piling and dredging were small in MMO to review
EN010103-001795-NZT DCO 1.2 - Application Guide - June 2022.pdf:20: 6.3.53 Figure 11.2: PCC Site Piling - April 2022 -
EN010103-001652-Climate Emergency Policy and Planning - Written Representations.pdf:243: Monitoring can be integral in compiling baseline information for future plans
EN010103-001652-Climate Emergency Policy and Planning - Written Representations.pdf:285:3.35 Where there have been difficulties in compiling
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:9:Opinion If piling or trenching takes place around Section 10.6. In
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:9: need for piling will
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:39: The need for piling works for construction of the PCC will be assessed in
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:39: the Foundation and Remediation Options Study. Piling works would be
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:39: planned in accordance with best practice guidance ‘Piling and
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:39: Groundwater & Contaminated Land Centre Report NC/99/73. Piling
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: levels are proved by GI and piling is required, consideration is to be given
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:39: pathway between Made Ground and underlying bedrock. All Piling
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:39: Activities will be carried out under an appropriate Piling Risk Assessment
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:39: including groundwater monitoring to ensure risk is managed. If piling is
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:39: required, low noise piling techniques will be adopted where possible;
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:43: unlikely to require piling. It is assumed that piling risk associated with the
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:43: Statement for that development. It is assumed that this will contain a piling
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:46: Principal Aquifer during construction. The need for piling works for
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:46: - Sandstone Remediation Options Study. Piling
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:47: guidance ‘Piling and Penetrative
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:47: NC/99/73. Piling operations would
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: GI and piling is required,
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:47: All Piling Activities will be carried
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:47: out under an appropriate Piling Risk
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:48: Secondary Aquifer piling through potentially The need for piling works for
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:48: Piling works would be planned in
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:48: guidance ‘Piling and Penetrative
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:48: NC/99/73. Piling operations would
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:48: proved by GI and piling is required,
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:49: All Piling Activities will be carried
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:49: out under an appropriate Piling Risk
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:54:ning (General) stockpiling, redistribution to be undertaken in accordance (Adverse)
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:55: Environment Agency (2001). ‘Piling and Penetrative Ground Improvement
EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf:55: F J Westcott, C M B Lean and M L Cunningham (2001). Piling and
EN010103-002247-NZT DCO 9.35 - Applicants' Comments on Deadline 7 Submissions - Sept 2022(D8).pdf:7: may commence, save for the permitted preliminary works, until a written piling and
EN010103-002247-NZT DCO 9.35 - Applicants' Comments on Deadline 7 Submissions - Sept 2022(D8).pdf:7: and which is consistent with the piling mitigation measures in paragraph 10.8 of
EN010103-001587-NZT DCO 8.5 - Environment Agency SoCG - May 2022.pdf:10: Mitigation including piling restrictions.
EN010103-001965- Response to Action Point 8.pdf:5: tunnelling in the future, even if that's not a preferred option, then the concerns about piling /
EN010103-001182-NZT EL (12).pdf:10: 6.3.53 ES Vol II Figure 11-2 PCC Site Piling Construction Phase
EN010103-001182-NZT EL (12).pdf:23: Site Piling Construction Phase - Oct 2021 Rev.2.0 - Accepted at
EN010103-001182-NZT EL (12).pdf:29: 6.3.53 Rev 3 ES Addendum Vol II Figure 11-2 PCC Site Piling
EN010103-001182-NZT EL (12).pdf:69: Piling Construction Phase August 2022
EN010103-001182-NZT EL (12).pdf:94: Piling Construction Phase
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:5: including but not limited to sheet piling, piling, use of impact wrenches,
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:12: Minimising duration of stockpiling of topsoil or spoil during pipeline
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:22: Should the ground investigation prove the need for piling or soil
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:25: Piling design and construction works would be completed following
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:25: the preparation of a piling risk assessment, completed in accordance
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:25: with the Environment Agency’s ‘Piling and Penetrative Ground
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:26: on Pollution Prevention’. A piling and penetrative foundation design
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:26: 2.1). Low noise piling techniques will be adopted where reasonably
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:28: Use of rotary bored rather the driven piling techniques (if required),
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:34: The standard JNCC mitigation measures for explosives, piling and
EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf:34: marine environment (i.e. piling) shall not be undertaken at night; and
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:5: including but not limited to sheet piling, piling, use of impact wrenches,
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:12: • Minimising duration of stockpiling of topsoil or spoil during pipeline
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:22: • Should the ground investigation prove the need for piling or soil
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:25: • Piling design and construction works would be completed following
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:25: the preparation of a piling risk assessment, completed in accordance
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:25: with the Environment Agency’s ‘Piling and Penetrative Ground
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:26: on Pollution Prevention’. A piling and penetrative foundation design
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:26: 2.1). Low noise piling techniques will be adopted where reasonably
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:28: • Use of rotary bored rather the driven piling techniques (if required),
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:38: • The standard JNCC mitigation measures for explosives, piling and
EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf:38: marine environment (i.e. piling) shall not be undertaken at night; and
EN010103-001329-NZT DCO 7.7 - Environmental Statement Addendum - Non-Technical Summary - Apr 2022.pdf:8: the Tees within the Order Limits for stockpiling and disposal of
EN010103-002061-NZT DCO 7.11.2 Second ES Addendum Vol II Cover and Contents August 2022 (D6).pdf:4:Figure 11.2 PCC Site Piling Construction Phase
EN010103-000904-NZT DCO 6.2.20 ES Vol I Chapter 20 Socio-economics.pdf:25: piling (drilled ‘pin piles’) for the outfall head;
EN010103-001917-NZT DCO 1.2 - Application Guide - July 2022 (D4).pdf:23: 6.3.53 Figure 11.2: PCC Site Piling - April 2022 -
EN010103-001239-South Tees Development Corporation - Relevant Representation to NZT DCO - 17.12.21.pdf:13: Environmental Management Plan (CEMP), drainage schemes and piling risk
EN010103-001239-South Tees Development Corporation - Relevant Representation to NZT DCO - 17.12.21.pdf:14: • Requirement no. 23: Piling and penetrative foundation design
EN010103-001239-South Tees Development Corporation - Relevant Representation to NZT DCO - 17.12.21.pdf:19: Stockpiling of tunnel arisings
EN010103-001239-South Tees Development Corporation - Relevant Representation to NZT DCO - 17.12.21.pdf:19: a) the environmental impacts of such stockpiling; and
EN010103-001239-South Tees Development Corporation - Relevant Representation to NZT DCO - 17.12.21.pdf:19: b) whether stockpiling would stymie or prevent STDC delivering economic development on
EN010103-000911-NZT DCO 6.3 ES Vol II Cover and Contents.pdf:4: Figure 11-2 PCC Site Piling Construction Phase
EN010103-001226-211025- NZT - s56 Notice - Final_Redacted.pdf:3: facilities; accesses, roads and pedestrian and cycle routes; tunnelling, boring, piling
EN010103-001182-NZT EL (5).pdf:10: 6.3.53 ES Vol II Figure 11-2 PCC Site Piling Construction Phase
EN010103-001182-NZT EL (5).pdf:23: Site Piling Construction Phase - Oct 2021 Rev.2.0 - Accepted at
EN010103-001182-NZT EL (5).pdf:29: 6.3.53 Rev 3 ES Addendum Vol II Figure 11-2 PCC Site Piling
EN010103-001182-NZT EL (5).pdf:69: Piling Construction Phase August 2022
EN010103-001182-NZT EL (5).pdf:94: Piling Construction Phase
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:46:or piling required directly beneath the Redcar Mudstone WFD Mudstone & Redcar
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:68: • Should the GI prove the need for piling or soil mixing to take place, the
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:68: underlying Secondary ‘A’ or ‘B’ bedrock Aquifers. If piling is required, low
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:68: noise piling techniques will be adopted where possible.
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:69: • Either piling or pin drilling to secure the outfall head;
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:71: would involve a flood and sink exercise, potential piling or pin drilling and
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:78: that may open or modify potential pollutant linkages (e.g. from piling
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:78:9.7.80 The need for piling works will be assessed Study. Any piling works required
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:78: would be planned in accordance with best practice guidance ‘Piling and
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:78: Any piling operations required would be subject to a works risk assessment
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:78: measures to be detailed in piling method statements.
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:95:Body Status Mine piling operations required would be subject to
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:95: measures to be detailed in piling method statements.
EN010103-001064-NZT DCO 6.4.11 ES Vol III Appendix 9C WFD Assessment.pdf:100: Environment Agency (2001). ‘Piling and Penetrative Ground Improvement
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:12: Advice note fourteen: Compiling the consultation report (April 2012) version 2, The Planning Inspectorate
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:33:2.7.1 In accordance with Planning Inspectorate Advice Note 14 ‘Compiling the
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:52: The Planning Inspectorate Advice Note Fourteen: Compiling the consultation
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:66: advice relating to compiling and preparing
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:189: allows for dredging and piling works. The lack
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:193: particularly from any piling operations. ES (Chapters 12, 13, 14 and 15, ES Volume I, Ref.6.2).
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:638:site and as water does not absorb noise there is a potential impact, particularly from any piling
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:638:and Cleveland Council received noise complaints about the piling from Lazenby Village although
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:651:piling works to facilitate that part of its project.
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:664: (for example excavations, the use of piling) need to be carefully controlled so that
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:681: • The need to assess the impact of noise or piling during the construction or operational phase on
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:687:8.1 We note that during construction, vibration would likely occur for short periods, as piling would
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:687:8.4 Overall, this chapter does not assess the impact of noise or piling during the construction or
EN010103-001152-NZT DCO 5.1 - Consultation Report.pdf:687: the surrounding businesses in advance of any piling or vibration creating activities. This will
EN010103-002238-NZT DCO 8.5 - SoCG - Environment Agency September (Tracked) 2022 (D8).pdf:10: Mitigation including piling restrictions.
EN010103-Advice-00007-1-201119 - The Net Zero Teeside Meeting Note - Final.pdf:2:when compiling the Consultation Report to ensure that the consultation is adequate.
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:3:5.2.5 It is common for much of the groundwork, for example piling and casting of
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:5: the Site during the construction period, as well as the potential use of piling
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:7: piling and excavation for the main foundations of some of the larger elements
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:8:5.3.14 A Piling Risk Assessment and associated Piling Methodology, will be
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:8: and Chapter 15: Ornithology (ES Volume I, Document Ref. 6.2), the piling
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:8: This may be either through the choice of piling method or the seasonal timing
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:8: of piling works, depending on the nature of the piling activity and the distance
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:8: Piling Methodology will be secured under a Requirement of the draft DCO.
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:9: stockpiling of soil/made ground and excavation to approximately 1 m below
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:9: stripping and stockpiling of topsoil;
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:13: either piling or pin drilling to secure the outfall head;
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:17: trackway, and soils stockpiling;
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:23: the temporary stockpiling of spoil within the Proposed Development Site (it is anticipated that
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:23: this stockpiling will take place within the Proposed PCC Site).
EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf:29: Environment Agency (2001) Piling and Penetrative Ground Improvement
EN010103-002255-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Sept 2022(D8).pdf:46: 3.8.65. Requirement 23 (Piling and penetrative foundation design) - this is not a model provision.
EN010103-002255-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Sept 2022(D8).pdf:46: works, until a piling and penetrative foundation design method statement, informed by a
EN010103-002255-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Sept 2022(D8).pdf:46: risk assessment and which is consistent with the piling mitigation measures in paragraph
EN010103-001402-NZTDCO 6.3.53 Rev 3 ES Addendum Vol II Figure 11-2 PCC Site Piling Construction Phase.pdf:1: Piling LAeq, T Contour (dB)
EN010103-001402-NZTDCO 6.3.53 Rev 3 ES Addendum Vol II Figure 11-2 PCC Site Piling Construction Phase.pdf:1: PCC SITE CONSTRUCTION PILING LAeq, T
EN010103-002286-NZT DCO 8.3 - STDC SoCG (Tracked) - Sept 2022(D8).pdf:34: • Requirement no. 23: Piling and
EN010103-002286-NZT DCO 8.3 - STDC SoCG (Tracked) - Sept 2022(D8).pdf:55: 49 Stockpiling of Spoil from the construction of the CO2 Export STDC’s relevant representation questioned the Agreed
EN010103-002286-NZT DCO 8.3 - STDC SoCG (Tracked) - Sept 2022(D8).pdf:56: without significant stockpiling being required.
EN010103-001683-Marine Management Organisation - Responses to the ExA’s ExQ1.pdf:12: iii) Piling and penetrative foundation design method statement; and
EN010103-001683-Marine Management Organisation - Responses to the ExA’s ExQ1.pdf:24: piling activities associated with the construction of cumulative developments are also unlikely
EN010103-001683-Marine Management Organisation - Responses to the ExA’s ExQ1.pdf:50: Foundation Options Report, including a potential need for piling. These decisions will have
EN010103-002285-NZT DCO 8.3 - STDC SoCG (Clean) - Sept 2022(D8).pdf:34: • Requirement no. 23: Piling and
EN010103-002285-NZT DCO 8.3 - STDC SoCG (Clean) - Sept 2022(D8).pdf:54: 49 Stockpiling of Spoil from the construction of the CO2 Export STDC’s relevant representation questioned the Agreed
EN010103-002285-NZT DCO 8.3 - STDC SoCG (Clean) - Sept 2022(D8).pdf:54: without significant stockpiling being required.
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:12:ES Chapters 5 - Construction Programme and The piling method will be designed to reduce the risk 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:12:Management, 11 - Noise and Vibration, 14 - Marine of disturbance to birds, marine ecology, or other noise 23: Piling and penetrative foundation design
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:15:ES Chapters 5 - Construction Programme and Piling design and construction works would be 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:15:Management, ES Appendix 5A – Framework CEMP completed following the preparation of a piling risk 23: Piling and penetrative foundation design
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:15: Environment Agency’s ‘Piling and Penetrative Ground
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:15: piling and penetrative foundation design method
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:31:ES Chapter 10 - Geology, Hydrogeology and The need for piling works for construction of the PCC 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:31:Contaminated Land, ES Appendix 9C - WFD will be assessed in the Foundation Options Study. Any 23: Piling and penetrative foundation design
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:31:Assessment piling works needed will be planned in accordance with
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:31: best practice guidance ‘Piling and Penetrative Ground
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:31: Report NC/99/73. Piling operations would be subject to
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:31: measures detailed in piling method statements. The
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:31: piling method will be designed to not cause
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:31: levels are identified by the GI and piling is required,
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:31: bedrock. All Piling Activities will be carried out under
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:31: an appropriate Piling Risk Assessment including
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:31: groundwater monitoring. If piling is required, low noise
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:31: piling techniques will be adopted where practicable.
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:70:ES Appendix 5A -– Framework CEMP Use of rotary bored piling will be used rather than 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:70: driven piling techniques 23: Piling and Penetrative Foundation Design
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:74: explosives, piling and geophysical surveys (JNCC,
EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf:75: within the marine environment (i.e. piling) shall not
EN010103-002651-SABIC Protective Provisions 1.pdf:6: (b) details of methods and locations of any piling proposed to be undertaken under paragraph
EN010103-002651-SABIC Protective Provisions 1.pdf:8: 10. All piling within 1.5 metres of the centreline of a pipeline must be non-percussive.
EN010103-002651-SABIC Protective Provisions 1.pdf:8: (2) —Where piling is required within 50 metres of the centreline of a pipeline or which could have
EN010103-002651-SABIC Protective Provisions 1.pdf:8: proposed method for and location of the piling must be provided to SABIC for approval in
EN010103-002651-SABIC Protective Provisions 1.pdf:12: © responding to the consultation on piling under paragraph 14;
EN010103-001715-South Tees Development Corporation - Responses to comments on Relevant Representations.pdf:38: piling risk assessments/plans.
EN010103-001715-South Tees Development Corporation - Responses to comments on Relevant Representations.pdf:39: Requirement no. 23: Piling and penetrative foundation design
EN010103-001715-South Tees Development Corporation - Responses to comments on Relevant Representations.pdf:48: solution. Stockpiling of tunnel arisings.
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: the public highway beyond Teesworks). significant stockpiling being required.
EN010103-001715-South Tees Development Corporation - Responses to comments on Relevant Representations.pdf:48: a) the environmental impacts of such stockpiling; and b) whether
EN010103-001715-South Tees Development Corporation - Responses to comments on Relevant Representations.pdf:48: stockpiling would stymie or prevent STDC delivering economic
EN010103-002042-DLA Piper UK LLP - Responses to the ExA’s ExQ2.pdf:7: watering equipment and sheet piling may
EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:44: (n) tunnelling, boring, piling and drilling works and management of arisings,
EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:55:Piling and penetrative foundation design
EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:55:commence, save for the permitted preliminary works, until a written piling and penetrative
EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:55:the piling mitigation measures in paragraph 10.8 of Chapter 10 of the environmental statement and
EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:56: (2) All piling and penetrative foundation works must be carried out in accordance with the
EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:90: 19.—(1) Vibratory or drilled ‘pin’ piling must be used as standard, with percussive piling only
EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:90:vibratory or drilled ‘pin’ piling would be ineffective. If percussive piling is necessary, soft-start
EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:90: (3) Should piling cease for a period greater than 10 minutes, then the soft start procedure must
EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:101: 19.—(1) Vibratory or drilled ‘pin’ piling must be used as standard, with percussive piling only
EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:101:vibratory or drilled ‘pin’ piling would be ineffective. If percussive piling is necessary, soft-start
EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:101: (3) Should piling cease for a period greater than 10 minutes, then the soft start procedure must
EN010103-002043-NZT DCO 2.1 - Draft DCO August 2022 (D6).pdf:131: (d) piling, undertaking of a 3D seismic survey or the sinking boreholes within 30 metres of
EN010103-002237-NZT DCO 8.5 - SoCG - Environment Agency September (Clean) 2022 (D8).pdf:10: Mitigation including piling restrictions.
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:62: • avoiding the use of impact piling techniques in the sensitive overwintering
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:62: period of SPA / Ramsar birds. The preferred piling method for
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:62: construction of the PCC is bored piling, which enables compliance with
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:64: construction traffic, impact piling, pipe stringing, pipe bending and pipe
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:71: Infrastructure, foundation works, piling), construction, commissioning and
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:73: the PCC Site. Non-percussive bored piling has been confirmed as the most
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:73: likely piling method and therefore noise contours have been generated for
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:73: continuous noise emissions measured as LAeq based on the full piling plant
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:73: i.e. piling rigs plus all associated plant) as a worst-case scenario (Section
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:73: Noise contour plans for this activity are shown on Figure 11-2: PCC Site Piling
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:73: then modelled noise contours for and LAeq arising from bored piling.
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:74:significant on Teesmouth and Cleveland Coast SPA, however Vantage Point watches are prescribed for any piling work during
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:77:significant on Teesmouth and Cleveland Coast SPA, however Vantage Point watches are prescribed for any piling work during
EN010103-000901-NZT DCO 6.2.15 ES Vol I Chapter 15 Ornithology.pdf:87: construction, since piling (which is widely regarded as the noisiest
EN010103-001182-NZT EL (6).pdf:10: 6.3.53 ES Vol II Figure 11-2 PCC Site Piling Construction Phase
EN010103-001182-NZT EL (6).pdf:23: Site Piling Construction Phase - Oct 2021 Rev.2.0 - Accepted at
EN010103-001182-NZT EL (6).pdf:29: 6.3.53 Rev 3 ES Addendum Vol II Figure 11-2 PCC Site Piling
EN010103-001182-NZT EL (6).pdf:69: Piling Construction Phase August 2022
EN010103-001182-NZT EL (6).pdf:94: Piling Construction Phase
EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf:12:Piling and penetrative foundation design
EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf:12: commence, save for the permitted preliminary works, until a written piling and
EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf:12: which is consistent with the piling mitigation measures in paragraph 10.8 of Chapter 10
EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf:12: (2) All piling and penetrative foundation works must be carried out in accordance with the
EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf:13: • The foundations/piling design will need to be updated following further ground
EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf:81: you reaffirmed your confidence in G1.10 Clarification Note on Peak Herring Spawning Period and Seasonal Piling Restriction at Deadline 5 to
EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf:82: seasonal piling restriction, as ground prior to spawning. The Applicant confirms that the Banks herring stock migrate in a clockwise circuit in the
EN010103-002074-NZT DCO 9.28 - Applicants' Responses to Deadline 5 Submissions August 2022 (D6).pdf:82: Piling Restriction REP2-033. Note on Peak Herring Spawning Period and Seasonal Piling Restriction, updated at Deadline 5). As illustrated in
EN010103-001344-NZT DCO 7.8.2 ES Addendum Vol II Cover and Contents.pdf:4:Figure 11.2 PCC Site Piling Construction Phase
EN010103-002510-NZT DCO 8.3 - STDC SoCG (Clean) - Nov 2022 (D12).pdf:34: • Requirement no. 23: Piling and
EN010103-002510-NZT DCO 8.3 - STDC SoCG (Clean) - Nov 2022 (D12).pdf:56: 49 Stockpiling of Spoil from the construction of the CO2 Export STDC’s relevant representation questioned the Agreed
EN010103-002510-NZT DCO 8.3 - STDC SoCG (Clean) - Nov 2022 (D12).pdf:57: without significant stockpiling being required.
EN010103-002533-NZT DCO 3.2 - Statement of Reasons Tracked Nov 2022 (D12).pdf:30: o tunnelling, boring, piling and drilling works,
EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:34: Construction Programme anticipates that piling will be needed for the main
EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:34: conditions. It has been confirmed that bored piling is recommended for installing all
EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:44: population numbers. At that point the standard JNCC mitigation for piling and
EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:55: highlighted that the LAeq arising from sheet piling would be likely to disturb the
EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:55: sheet piling has been omitted and it has been confirmed that bored piling will be
EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:55: used at the PCC Site rather than driven piling, such that the PEIR modelling required
EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:56:6.1.7 Construction period bored piling at the PCC Site will lead to a LAeq of approx. 65 -
EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:57:6.1.10 Since there is no percussive element to the works (unlike with impact piling) only
EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:109: a. Paragraphs 6.1.7 (bored piling at the PCC Site), 6.1.11 (HDD for CO2 export pipeline) and 6.1.15 (CO2 gathering network) discuss potential noise impacts
EN010103-001196-NZT DCO 5.13 - HRA Report - Oct 2021 Rev.2.0.pdf:109: northern edge of the Proposed Development during piling for the CO2 export pipeline. Only a small section of the SPA / Ramsar would fall within this zone
EN010103-001466-NZT DCO 3.2 - Statement of Reasons - Apr 2022.pdf:29: o tunnelling, boring, piling and drilling works,
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:17: deficiencies or lack of knowledge) encountered compiling the required
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:31: If piling or trenching takes place around areas of contaminated land,
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:38: • underwater noise (including any piling in the marine
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:39: mitigate such impacts, such as seasonal restrictions around piling/
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:39: measures, such as timing of piling works to avoid sensitive periods,
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:75:developments such as impact piling and long term noise impacts from the
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:76:Piling Restrictions
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:76:Piling restrictions may be imposed for any works taking place in the Tees Estuary
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:76: percussive piling should take place for 3 hours following low water to allow
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:76: during the month of May, in any given year, preferably no percussive piling
EN010103-001015-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 1.pdf:76: should take place at all. If this is impossible then no piling of any type
EN010103-002000-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Tracked.pdf:46: 3.8.67. 3.8.64.Requirement 23 (Piling and penetrative foundation design) - this is not a model
EN010103-002000-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Tracked.pdf:46: preliminary works, until a piling and penetrative foundation design method statement,
EN010103-002000-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Tracked.pdf:46: informed by a risk assessment and which is consistent with the piling mitigation measures
EN010103-000813-NZT DCO 1.2 - Application Guide.pdf:18: 6.3.53 Figure 11.2: PCC Site Piling Construction -
EN010103-001913-NZT DCO 9.18 - Further information to Historic Environment Questions July 2022 (D4).pdf:25: secured within the dredge pocket by pin piling. A quantity of rock armour
EN010103-002652-Huntsman Protective Provisions.pdf:6: (b) details of methods and locations of any piling proposed to be undertaken under paragraph
EN010103-002652-Huntsman Protective Provisions.pdf:7: 10. All piling within 1.5 metres of the centreline of a pipeline must be non-percussive.
EN010103-002652-Huntsman Protective Provisions.pdf:7: (2) —Where piling is required within 50 metres of the centreline of a pipeline or which could have
EN010103-002652-Huntsman Protective Provisions.pdf:7: proposed method for and location of the piling must be provided to Huntsman for approval in
EN010103-002652-Huntsman Protective Provisions.pdf:12: © responding to the consultation on piling under paragraph 14;
EN010103-001469-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Apr 2022.pdf:55:3.8.653.8.64 Requirement 23 (Piling and penetrative foundation design) - this is not a model
EN010103-001469-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Apr 2022.pdf:55: permitted preliminary works, until a piling and penetrative foundation design
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:45: (n) tunnelling, boring, piling and drilling works and management of arisings,
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:57:Piling and penetrative foundation design
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:57:commence, save for the permitted preliminary works, until a written piling and penetrative
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:57:the piling mitigation measures in paragraph 10.8 of Chapter 10 of the environmental statement and
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:57: (2) All piling and penetrative foundation works must be carried out in accordance with the
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:98: 20.21.—(1) Vibratory or drilled ‘pin’ piling must be used as standard, with percussive piling
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:98:information, that vibratory or drilled ‘pin’ piling would be ineffective.
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:98: (2) Where percussive piling is established to be necessary in accordance with sub-paragraph
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:98: © should piling cease for a period greater than 10 minutes, then the soft start procedure
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:111: 20.—(1) Vibratory or drilled ‘pin’ piling must be used as standard, with percussive piling only
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:111:information, that vibratory or drilled ‘pin’ piling would be ineffective.
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:111: (2) Where percussive piling is established to be necessary in accordance with sub-paragraph
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:111: © should piling cease for a period greater than 10 minutes, then the soft start procedure
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:149: (d) piling, undertaking of a 3D seismic survey or the sinking boreholes within 30 metres of
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:176:(b) details of methods and locations of any piling proposed to be undertaken under paragraph
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:178: 195.—(1) All piling within 1.5 metres of the centreline of a pipeline must be non-percussive.
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:178: (2) Where piling is required within 50 metres of the centreline of a pipeline or which could have
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:178:proposed method for and location of the piling must be provided to SABIC for approval in
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:182: © responding to the consultation on piling under paragraph 195;
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:217:(b) details of methods and locations of any piling proposed to be undertaken under paragraph
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:220: 312.—(1) All piling within 1.5 metres of the centreline of a pipeline must be non-percussive.
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:220: (2) Where piling is required within 50 metres of the centreline of a pipeline or which could have
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:220:proposed method for and location of the piling must be provided to HPU for approval in
EN010103-002526-NZT DCO 2.1 - Final draft DCO (Tracked) - Nov 2022 (D12).pdf:223: © responding to the consultation on piling under paragraph 312;
EN010103-002235-NZT DCO 8.4 - MMO SoCG (Clean) - Sept 2022(D8).pdf:16: Draft DML Condition 19 (Piling)
EN010103-002235-NZT DCO 8.4 - MMO SoCG (Clean) - Sept 2022(D8).pdf:18: It is agreed that for piling works, the good practice and design
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
EN010103-002235-NZT DCO 8.4 - MMO SoCG (Clean) - Sept 2022(D8).pdf:18: mitigation measures for piling shall be adopted during
EN010103-002235-NZT DCO 8.4 - MMO SoCG (Clean) - Sept 2022(D8).pdf:29: include activities such as piling etc). EW confirmed that we will expand
EN010103-002235-NZT DCO 8.4 - MMO SoCG (Clean) - Sept 2022(D8).pdf:44: precautionary to include activities such as piling etc). We will expand
EN010103-002235-NZT DCO 8.4 - MMO SoCG (Clean) - Sept 2022(D8).pdf:57: mitigation; by way of example, for the piling at the intake –
EN010103-002235-NZT DCO 8.4 - MMO SoCG (Clean) - Sept 2022(D8).pdf:57: with impact piling only being used to achieve design depth.
EN010103-002235-NZT DCO 8.4 - MMO SoCG (Clean) - Sept 2022(D8).pdf:58: approach to the intake cofferdam piling and mitigation, are
EN010103-002235-NZT DCO 8.4 - MMO SoCG (Clean) - Sept 2022(D8).pdf:64: piling, providing MMO an opportunity to remove the
EN010103-002235-NZT DCO 8.4 - MMO SoCG (Clean) - Sept 2022(D8).pdf:140:05 Piling RG showed a figure with the location of potential pin drilling / piling. If piling is
EN010103-002235-NZT DCO 8.4 - MMO SoCG (Clean) - Sept 2022(D8).pdf:140: required, it will consist of non-impact piling methods and will occur in Tees
EN010103-002235-NZT DCO 8.4 - MMO SoCG (Clean) - Sept 2022(D8).pdf:140: IC stated that the requirement for pin piling will be decided as part of the
EN010103-002235-NZT DCO 8.4 - MMO SoCG (Clean) - Sept 2022(D8).pdf:140:08 Cumulative Effects RG reiterated that project activities such as piling and dredging were small in MMO to review
EN010103-001990-NZT DCO 9.22 - Written Summary of ISH3 - August 2022(D5).pdf:16: o R23 Piling and penetrative foundation design; public authority consultee in a number of cases, at their request.
EN010103-002240-NZT DCO 8.6 - Natural England SoCG (Tracked) - Sept 2022(D8).pdf:10: • Noise impact on bird thresholds to be evauated. Piling
EN010103-002240-NZT DCO 8.6 - Natural England SoCG (Tracked) - Sept 2022(D8).pdf:14: measures, to be secured through Requirement 23 (Piling and
EN010103-002240-NZT DCO 8.6 - Natural England SoCG (Tracked) - Sept 2022(D8).pdf:14: adequately secures the control of construction piling (with
EN010103-002240-NZT DCO 8.6 - Natural England SoCG (Tracked) - Sept 2022(D8).pdf:15: preliminary works, until a written piling and penetrative
EN010103-002240-NZT DCO 8.6 - Natural England SoCG (Tracked) - Sept 2022(D8).pdf:15: (2) All piling and penetrative foundation works must be carried
EN010103-001546-Marine Management Organistation - Comments on Relevant Representations (RRs).pdf:3: • Piling activities below Mean High Water Springs may require controls to minimise
EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:35: Programme anticipates that piling will be needed for the main foundations of the
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:45: porpoise population numbers. At that point the standard JNCC mitigation for piling
EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:55: highlighted that the LAeq arising from sheet piling would be likely to disturb the
EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:55: sheet piling has been omitted and it has been confirmed that bored piling will be
EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:55: used at the PCC Site rather than driven piling, such that the PEIR modelling required
EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:56:6.1.7 Construction period bored piling at the PCC Site will lead to a LAeq of approx. 65 -
EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:57:6.1.10 Since there is no percussive element to the works (unlike with impact piling) only
EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:113: a. Paragraphs 6.1.7 (bored piling at the PCC Site) and 6.1.11 (HDD for CO2 export pipeline) discuss potential noise impacts on the Teesmouth and Cleveland
EN010103-002062-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Clean) August 2022 (D6).pdf:113: Development during piling for the CO2 export pipeline. Only a small section of the SPA / Ramsar would fall within this zone (approximately 5ha), the entire
EN010103-001182-NZT EL.pdf:10: 6.3.53 ES Vol II Figure 11-2 PCC Site Piling Construction Phase
EN010103-001182-NZT EL.pdf:23: Site Piling Construction Phase - Oct 2021 Rev.2.0 - Accepted at
EN010103-001182-NZT EL.pdf:29: 6.3.53 Rev 3 ES Addendum Vol II Figure 11-2 PCC Site Piling
EN010103-001182-NZT EL.pdf:69: Piling Construction Phase August 2022
EN010103-001182-NZT EL.pdf:94: Piling Construction Phase
EN010103-000013-EN010103_Scoping Opinion.pdf:16: deficiencies or lack of knowledge) encountered compiling the required
EN010103-000013-EN010103_Scoping Opinion.pdf:30: If piling or trenching takes place around areas of contaminated land,
EN010103-000013-EN010103_Scoping Opinion.pdf:37: • underwater noise (including any piling in the marine
EN010103-000013-EN010103_Scoping Opinion.pdf:38: mitigate such impacts, such as seasonal restrictions around piling/
EN010103-000013-EN010103_Scoping Opinion.pdf:38: measures, such as timing of piling works to avoid sensitive periods,
EN010103-000013-EN010103_Scoping Opinion.pdf:74:developments such as impact piling and long term noise impacts from the
EN010103-000013-EN010103_Scoping Opinion.pdf:75:Piling Restrictions
EN010103-000013-EN010103_Scoping Opinion.pdf:75:Piling restrictions may be imposed for any works taking place in the Tees Estuary
EN010103-000013-EN010103_Scoping Opinion.pdf:75: percussive piling should take place for 3 hours following low water to allow
EN010103-000013-EN010103_Scoping Opinion.pdf:75: during the month of May, in any given year, preferably no percussive piling
EN010103-000013-EN010103_Scoping Opinion.pdf:75: should take place at all. If this is impossible then no piling of any type
EN010103-000013-EN010103_Scoping Opinion.pdf:119: the applicant in compiling the required information.
EN010103-000824-NZT DCO 3.2 - Statement of Reasons.pdf:28: o tunnelling, boring, piling and drilling works,
EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:35: Programme anticipates that piling will be needed for the main foundations of the
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:45: porpoise population numbers. At that point the standard JNCC mitigation for piling
EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:56: highlighted that the LAeq arising from sheet piling would be likely to disturb the
EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:56: sheet piling has been omitted and it has been confirmed that bored piling will be
EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:56: used at the PCC Site rather than driven piling, such that the PEIR modelling required
EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:57:6.1.7 Construction period bored piling at the PCC Site will lead to a LAeq of approx. 65 -
EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:58:6.1.10 Since there is no percussive element to the works (unlike with impact piling) only
EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:118: a. Paragraphs 6.1.7 (bored piling at the PCC Site),) and 6.1.11 9 (HDD for CO2 export pipeline) and 6.1.15 (CO2 gathering network) discuss potential noise
EN010103-002553-NZT DCO 5.13 - HRA Report (Tracked) - Nov 2022 (D12).pdf:118: 70dB at the northern edge of the Proposed Development during piling for the CO2 export pipeline. Only a small section of the SPA / Ramsar would fall within
EN010103-001995-NZT DCO 1.2 - Application Guide - August 2022(D5).pdf:23: 6.3.53 Figure 11.2: PCC Site Piling - April 2022 -
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:13:ES Chapters 5 - Construction Programme and The piling method will be designed to reduce the risk 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:13:Management, 11 - Noise and Vibration, 14 - Marine of disturbance to birds, marine ecology, or other noise 23: Piling and penetrative foundation design
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:16:ES Chapters 5 - Construction Programme and Piling design and construction works would be 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:16:Management, ES Appendix 5A – Framework CEMP completed following the preparation of a piling risk 23: Piling and penetrative foundation design
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:16: Environment Agency’s ‘Piling and Penetrative Ground
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:16: piling and penetrative foundation design method
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:31:ES Chapter 10 - Geology, Hydrogeology and The need for piling works for construction of the PCC 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:31:Contaminated Land, ES Appendix 9C - WFD will be assessed in the Foundation Options Study. Any 23: Piling and penetrative foundation design
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:31:Assessment piling works needed will be planned in accordance with
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:31: best practice guidance ‘Piling and Penetrative Ground
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:31: Report NC/99/73. Piling operations would be subject to
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:31: measures detailed in piling method statements. The
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:32: piling method will be designed to not cause
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:32: levels are identified by the GI and piling is required,
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:32: bedrock. All Piling Activities will be carried out under
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:32: an appropriate Piling Risk Assessment including
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:32: groundwater monitoring. If piling is required, low noise
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:32: piling techniques will be adopted where practicable.
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:70:ES Appendix 5A - Framework CEMP Use of rotary bored piling will be used rather than 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:70: driven piling techniques 23: Piling and Penetrative Foundation Design
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:74: explosives, piling and geophysical surveys (JNCC,
EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf:75: within the marine environment (i.e. piling) shall not
EN010103-002474-NZT DCO 6.3.53 - ES Vol II Figure 11-2 PCC Site Piling Construction Phase Nov 2022 (D12).pdf:1: Piling LAeq, T Contour (dB)
EN010103-002474-NZT DCO 6.3.53 - ES Vol II Figure 11-2 PCC Site Piling Construction Phase Nov 2022 (D12).pdf:1: PCC SITE CONSTRUCTION PILING LAeq, T
EN010103-002532-NZT DCO 3.2 - Statement of Reasons Clean Nov 2022 (D12).pdf:30: o tunnelling, boring, piling and drilling works,
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:39: (n) tunnelling, boring, piling and drilling works and management of arisings,
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:50:Piling and penetrative foundation design
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:50:commence, save for the permitted preliminary works, until a written piling and penetrative
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:50:the piling mitigation measures in paragraph 10.8 of Chapter 10 of the environmental statement and
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:50: (2) All piling and penetrative foundation works must be carried out in accordance with the
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:83: 19.—(1) Vibratory or drilled ‘pin’ piling must be used as standard, with percussive piling only
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:83:drilled ‘pin’ piling would be ineffective. If percussive piling is necessary, soft-start procedures must
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:83: (3) Should piling cease for a period greater than 10 minutes, then the soft start procedure must be
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:95: 19.—(1) Vibratory or drilled ‘pin’ piling must be used as standard, with percussive piling only
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:95:drilled ‘pin’ piling would be ineffective. If percussive piling is necessary, soft-start procedures must
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:95: (3) Should piling cease for a period greater than 10 minutes, then the soft start procedure must be
EN010103-001918-NZT DCO 2.1 - Draft DCO (Comparison with June 2022) - July 2022 (D4).pdf:128: (d) piling, undertaking of a 3D seismic survey or the sinking boreholes within 30 metres of the
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:44: (n) tunnelling, boring, piling and drilling works and management of arisings,
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:56:Piling and penetrative foundation design
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:56:commence, save for the permitted preliminary works, until a written piling and penetrative
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:56:the piling mitigation measures in paragraph 10.8 of Chapter 10 of the environmental statement and
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:56: (2) All piling and penetrative foundation works must be carried out in accordance with the
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:94: 21.—(1) Vibratory or drilled ‘pin’ piling must be used as standard, with percussive piling only
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:94:information, that vibratory or drilled ‘pin’ piling would be ineffective.
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:94: (2) Where percussive piling is established to be necessary in accordance with sub-paragraph
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:94: © should piling cease for a period greater than 10 minutes, then the soft start procedure
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:106: 21.—(1) Vibratory or drilled 'pin' piling must be used as standard, with percussive piling only
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:106:information, that vibratory or drilled 'pin' piling would be ineffective.
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:106: (2) Where percussive piling is established to be necessary in accordance with sub-paragraph
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:106: © should piling cease for a period greater than 10 minutes, then the soft start procedure
EN010103-002251-NZT DCO 2.1 - Draft DCO (Clean) - Sept 2022(D8).pdf:137: (d) piling, undertaking of a 3D seismic survey or the sinking boreholes within 30 metres of
EN010103-001240-EN010103_Marine_Management_Organisation_Relevant_Representation_17122021_Redacted.pdf:9: piling must be used as standard, with percussive piling only used if required to drive
EN010103-001240-EN010103_Marine_Management_Organisation_Relevant_Representation_17122021_Redacted.pdf:9: at the end of the sentence’: and drill or vibro piling has been unsuccessful.
EN010103-001240-EN010103_Marine_Management_Organisation_Relevant_Representation_17122021_Redacted.pdf:12: regarding the extent of drilling/piling works. For instance, Table 14-4 states that
EN010103-001240-EN010103_Marine_Management_Organisation_Relevant_Representation_17122021_Redacted.pdf:12: ‘piling works will no longer take place in the River Tees which substantially
EN010103-001240-EN010103_Marine_Management_Organisation_Relevant_Representation_17122021_Redacted.pdf:12: percussive/impact piling might be necessary to drive the piles to their design
EN010103-001240-EN010103_Marine_Management_Organisation_Relevant_Representation_17122021_Redacted.pdf:12: duration and exact location of the potential impact piling activities to facilitate an
EN010103-001240-EN010103_Marine_Management_Organisation_Relevant_Representation_17122021_Redacted.pdf:13: piling has the potential to create an acoustic ‘barrier’ across the width of the
EN010103-001240-EN010103_Marine_Management_Organisation_Relevant_Representation_17122021_Redacted.pdf:13: combination with piling/drilling activity.
EN010103-001240-EN010103_Marine_Management_Organisation_Relevant_Representation_17122021_Redacted.pdf:14:6.3.13 With regard to piling works, the MMO note that good practice and design
EN010103-001240-EN010103_Marine_Management_Organisation_Relevant_Representation_17122021_Redacted.pdf:14: Commission (JNCC) guidance. The MMO note that percussive/impact piling
EN010103-001240-EN010103_Marine_Management_Organisation_Relevant_Representation_17122021_Redacted.pdf:14: that the timing, duration and exact location of the potential impact piling activities
EN010103-001240-EN010103_Marine_Management_Organisation_Relevant_Representation_17122021_Redacted.pdf:14: the MMO have concerns that percussive/impact piling might be necessary to
EN010103-001240-EN010103_Marine_Management_Organisation_Relevant_Representation_17122021_Redacted.pdf:14: exact location of the ‘potential’ impact piling activities is provided.
EN010103-001240-EN010103_Marine_Management_Organisation_Relevant_Representation_17122021_Redacted.pdf:15: term nature of the proposed works and the low likelihood of dredging and piling
EN010103-001240-EN010103_Marine_Management_Organisation_Relevant_Representation_17122021_Redacted.pdf:15: piling-drilling works occur at the same time at different sites (paragraphs 24.5.80
EN010103-001240-EN010103_Marine_Management_Organisation_Relevant_Representation_17122021_Redacted.pdf:15: potential cumulative impacts occurring, should dredging/piling/drilling work from
EN010103-001240-EN010103_Marine_Management_Organisation_Relevant_Representation_17122021_Redacted.pdf:16: • Northern Gateway Container Terminal is proposing a 5-day cycle for piling
EN010103-001240-EN010103_Marine_Management_Organisation_Relevant_Representation_17122021_Redacted.pdf:16: • Dawsons No 2 (quay 1 and 2) proposed dredging and piling works for a
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
EN010103-001474-NZT DCO 1.2 - Application Guide - Apr 2022.pdf:19: 6.3.53 Figure 11.2: PCC Site Piling - April 2022 -
EN010103-002527-NZT DCO 2.1f - Schedule of Changes to DCO - Nov 2022 (D12).pdf:30: certain works such as piling or excavation of trenches near pipelines, monitoring
EN010103-002527-NZT DCO 2.1f - Schedule of Changes to DCO - Nov 2022 (D12).pdf:43: such as piling or excavation of trenches near pipelines, monitoring for damage
EN010103-001848-1.2 - Application Guide - June 2022(D3).pdf:23: 6.3.53 Figure 11.2: PCC Site Piling - April 2022 -
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:44: (n) tunnelling, boring, piling and drilling works and management of arisings,
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:56:Piling and penetrative foundation design
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:56:commence, save for the permitted preliminary works, until a written piling and penetrative
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:56:the piling mitigation measures in paragraph 10.8 of Chapter 10 of the environmental statement and
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:56: (2) All piling and penetrative foundation works must be carried out in accordance with the
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:97: 19. —(2) Vibratory or drilled ‘pin’ piling must be used as standard, with percussive piling only
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:97:drilled ‘pin’ piling would be ineffective. If percussive piling is necessary, soft-start procedures must
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:97: (2)Should piling cease for a period greater than 10 minutes, then the soft start procedure must be
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:97: 21.—(1) Vibratory or drilled ‘pin’ piling must be used as standard, with percussive piling only
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:97:vibratory or drilled ‘pin’ piling would be ineffective.
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:97: (2) Where percussive piling is established to be necessary in accordance with sub-paragraph (1)—
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:98: © should piling cease for a period greater than 10 minutes, then the soft start procedure must
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:111: 19. —(2) Vibratory or drilled ‘pin’ piling must be used as standard, with percussive piling only
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:111:drilled ‘pin’ piling would be ineffective. If percussive piling is necessary, soft-start procedures must
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:111: (2)Should piling cease for a period greater than 10 minutes, then the soft start procedure must be
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:112: 21.—(1) Vibratory or drilled 'pin' piling must be used as standard, with percussive piling only
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:112:vibratory or drilled 'pin' piling would be ineffective.
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:112: (2) Where percussive piling is established to be necessary in accordance with sub-paragraph (1)—
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:112: © should piling cease for a period greater than 10 minutes, then the soft start procedure must
EN010103-002252-NZT DCO 2.1 - Draft DCO (Tracked) - Sept 2022(D8).pdf:142: (d) piling, undertaking of a 3D seismic survey or the sinking boreholes within 30 metres of the
EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:35: Programme anticipates that piling will be needed for the main foundations of the
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:45: porpoise population numbers. At that point the standard JNCC mitigation for piling
EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:55: highlighted that the LAeq arising from sheet piling would be likely to disturb the
EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:55: sheet piling has been omitted and it has been confirmed that bored piling will be
EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:55: used at the PCC Site rather than driven piling, such that the PEIR modelling required
EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:56:6.1.7 Construction period bored piling at the PCC Site will lead to a LAeq of approx. 65 -
EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:57:6.1.10 Since there is no percussive element to the works (unlike with impact piling) only
EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:116: a. Paragraphs 6.1.7 (bored piling at the PCC Site),) and 6.1.11 9 (HDD for CO2 export pipeline) and 6.1.15 (CO2 gathering network) discuss potential noise
EN010103-002331-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) Oct 2022 (D9).pdf:116: 70dB at the northern edge of the Proposed Development during piling for the CO2 export pipeline. Only a small section of the SPA / Ramsar would fall within
EN010103-001859-9.12 - Applicants comments on written Representations - June 2022 (D3).pdf:102: 5.1.7 Requirement no. 23: Piling and penetrative foundation design
EN010103-001859-9.12 - Applicants comments on written Representations - June 2022 (D3).pdf:105: Stockpiling of tunnel arisings Teesworks site). The rate of HDD or micro-tunnel boring will be such that the daily removal of arisings by HGV will
EN010103-001859-9.12 - Applicants comments on written Representations - June 2022 (D3).pdf:105: 6.1 STDC has been requesting further detail on the estimated quantities of spoil likely to be produced by the stockpiling on temporary land (Work No. 9) which is to be developed by STDC for other economic development
EN010103-001859-9.12 - Applicants comments on written Representations - June 2022 (D3).pdf:105: respect of the stockpiling of spoil from construction activities. It is accepted that the extent of stockpiling will
EN010103-001161-NZT DCO 6.1 ES Non-Technical Summary.pdf:28: construction of foundations, which is likely to require the piling of key
EN010103-001161-NZT DCO 6.1 ES Non-Technical Summary.pdf:37: Vibration is likely to occur for a short period of the construction works as piling
EN010103-001161-NZT DCO 6.1 ES Non-Technical Summary.pdf:37: and piling works; and
EN010103-001161-NZT DCO 6.1 ES Non-Technical Summary.pdf:42: than impact piling).
EN010103-001471-NZT DCO 2.1 - Draft DCO (Comparison with Oct 2021 version) - Apr 2022.pdf:39: (n) tunnelling, boring, piling and drilling works and management of arisings,
EN010103-001471-NZT DCO 2.1 - Draft DCO (Comparison with Oct 2021 version) - Apr 2022.pdf:49:Piling and penetrative foundation design
EN010103-001471-NZT DCO 2.1 - Draft DCO (Comparison with Oct 2021 version) - Apr 2022.pdf:49:commence, save for the permitted preliminary works, until a written piling and penetrative
EN010103-001471-NZT DCO 2.1 - Draft DCO (Comparison with Oct 2021 version) - Apr 2022.pdf:49: (2) All piling and penetrative foundation works must be carried out in accordance with the
EN010103-001471-NZT DCO 2.1 - Draft DCO (Comparison with Oct 2021 version) - Apr 2022.pdf:92: 19.—(1) Vibratory or drilled ‘pin’ piling must be used as standard, with percussive piling only
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: (3) Should piling cease for a period greater than 10 minutes, then the soft start procedure must
EN010103-001471-NZT DCO 2.1 - Draft DCO (Comparison with Oct 2021 version) - Apr 2022.pdf:108: 19.—(1) Vibratory or drilled ‘pin’ piling must be used as standard, with percussive piling only
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: (3) Should piling cease for a period greater than 10 minutes, then the soft start procedure must
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:18: heave effects. Further work is recommended to assess the preferred piling solution and also to
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:96:obstructions and voids material, relict buried foundations, walls, foundations as design. Consider use of cased rotary bored or ODEX piling techniques as alternative to contiguous flight auger (cfa) or driven precast
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:96: 2) Construction results in damage piling equipment (augers),
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:97: Groundwater pollution Threat Construction works construction and piling. 4 2 8 Undertake Foundation Works Risk Assessment. 2 2 4
EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:107:piling commences should be considered.
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: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:piling rigs should be instrumented to measure concrete flow rates, volumes and torque forces during installation.
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:detailed in the project piling specification as part of FEED design.
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:With regards to the ground risks identified, further work is recommended to assess the preferred piling solution and
EN010103-001473-NZT DCO 1.2 - Application Guide (Tracked) - Apr 2022.pdf:20: Figure 11.2: PCC Site Piling 20221 -Rev.
EN010103-000897-NZT DCO 6.2.11 ES Vol I Chapter 11 Noise and Vibration.pdf:22: various construction works, with particular emphasis on piling. Impacts are
EN010103-000897-NZT DCO 6.2.11 ES Vol I Chapter 11 Noise and Vibration.pdf:23: example due to piling.
EN010103-000897-NZT DCO 6.2.11 ES Vol I Chapter 11 Noise and Vibration.pdf:37: Report) impact, particularly from any piling at NSR 4 and 20 m from
EN010103-000897-NZT DCO 6.2.11 ES Vol I Chapter 11 Noise and Vibration.pdf:37: received noise complaints about the piling situated 5.4 km form the
EN010103-000897-NZT DCO 6.2.11 ES Vol I Chapter 11 Noise and Vibration.pdf:41: use of lower noise piling (e.g. rotary bored) rather than driven piling
EN010103-000897-NZT DCO 6.2.11 ES Vol I Chapter 11 Noise and Vibration.pdf:47: baseline ambient noise levels at NSRs. Noise levels during the piling and
EN010103-000897-NZT DCO 6.2.11 ES Vol I Chapter 11 Noise and Vibration.pdf:47: foundation construction phase are shown in Figure 11-2: PCC Site Piling
EN010103-000897-NZT DCO 6.2.11 ES Vol I Chapter 11 Noise and Vibration.pdf:47: clearance and piling works will be restricted to daytime so only daytime
EN010103-000897-NZT DCO 6.2.11 ES Vol I Chapter 11 Noise and Vibration.pdf:48: Demolition Site Piling and Building Fit out Landscaping
EN010103-000897-NZT DCO 6.2.11 ES Vol I Chapter 11 Noise and Vibration.pdf:50: Demolition Site Piling and Building Fit out Landscaping
EN010103-001470-NZT DCO 2.2 - Explanatory Memorandum - Apr 2022.pdf:53:3.8.64 Requirement 23 (Piling and penetrative foundation design) - this is not a model
EN010103-001470-NZT DCO 2.2 - Explanatory Memorandum - Apr 2022.pdf:53: permitted preliminary works, until a piling and penetrative foundation design
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:120: (England and Wales) Regulations 2009). Any extensive piling
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:127: reference to Requirement 24 concerning piling and this should be
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:143: mitigation measures for piling and geophys surveys will be followed
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:215: piling risk assessments/plans.
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:216: Requirement no. 23: Piling and penetrative foundation design
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:224: Stockpiling of tunnel arisings.
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:225: assumption made in the Transportation Assessment that up disposed of off-site without significant stockpiling being required.
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:225: the environmental impacts of such stockpiling; and b) whether
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:225: stockpiling would stymie or prevent STDC delivering economic
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:241: states ‘vibratory or drilled ‘pin’ piling must be used as making a further amendment that the undertaker can establish that drill or
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:241: standard, with percussive piling only used if required to vibro piling will be unsuccessful based on desk top studies informed by survey
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:241: sentence’: and drill or vibro piling has been unsuccessful.
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:246: cumulative effects assessment. The report concludes that the cumulative effects assessment. However, piling/drilling and the dredging
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: drilling/piling works. For instance, Table 14-4 states that diffuser head is to be installed for the outfall in Tees Bay.
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:249: ‘piling works will no longer take place in the River Tees
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:249: percussive/impact piling might be necessary to drive the
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:249: exact location of the potential impact piling activities to
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:250: compared to the open water environment, has been the diffuser cannot be secured via this method, then non-impact piling
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:250: and vibration from all forms of piling has the potential to as part of the front-end engineering phase. The drilling would occur in Tees
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:251: combination with piling/drilling activity.
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:253: 6.3.13 With regard to piling works, the MMO note that In response to paragraph 6.3.13, please see previous response for further
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: proposed in this chapter (paragraph 14.5) in accordance be used. However, JNCC (2010) guidance on piling protocol has still been
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:254: percussive/impact piling might be necessary to drive the
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:254: piling activities is provided, as noted in paragraph 6.3.7
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:254: environment (i.e. geophysical survey works) shall not be environment not to be undertaken at night. Impact piling will not be required
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:254: have concerns that percussive/impact piling might be
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:254: the ‘potential’ impact piling activities is provided.
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:256: 6.4.4 Paragraph 24.5.71 – It is noted that the Applicant has In response to paragraphs 6.4.4 and 6.4.5, dredging and piling/drilling
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:256: impacts on fish receptors due to the temporary, short-term river. Furthermore, the extent of dredging and piling/drilling (if required) is
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:256: dredging and piling operations occurring concurrently. result in a barrier to diadromous fish, based on the location of the outfall head
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:256: Conversely, the MMO note that the Applicant options (see Dredging and Piling responses for further detail). Furthermore,
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:256: occur should dredging/ piling-drilling works occur at the effects on the basis that they would occur before the NZT project would start.
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:256: impacts occurring, should dredging/piling/drilling work adopted to manage this coordination in the future, based on previous project
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:257: day cycle for piling (percussive/impact) 20min+ durations
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:257: piling works for a duration of 2 years (unknown timing of
EN010103-001579-NZT DCO 9.6 - Applicants' Comments on RRs - May 2022.pdf:258: document which details the type (e.g., dredging, piling,
EN010103-002067-NZT DCO 8.4 - Marine Management Organisation SoCG (Tracked) August 2022 (D6).pdf:17: Draft DML Condition 19 (Piling)
EN010103-002067-NZT DCO 8.4 - Marine Management Organisation SoCG (Tracked) August 2022 (D6).pdf:18: It is agreed that for piling works, the good practice and design
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
EN010103-002067-NZT DCO 8.4 - Marine Management Organisation SoCG (Tracked) August 2022 (D6).pdf:18: mitigation measures for piling shall be adopted during
EN010103-002067-NZT DCO 8.4 - Marine Management Organisation SoCG (Tracked) August 2022 (D6).pdf:21: design, including piling, dredging and the Tees crossing, and c) cumulative effects.
EN010103-002067-NZT DCO 8.4 - Marine Management Organisation SoCG (Tracked) August 2022 (D6).pdf:30: include activities such as piling etc). EW confirmed that we will expand
EN010103-002067-NZT DCO 8.4 - Marine Management Organisation SoCG (Tracked) August 2022 (D6).pdf:45: precautionary to include activities such as piling etc). We will expand
EN010103-002067-NZT DCO 8.4 - Marine Management Organisation SoCG (Tracked) August 2022 (D6).pdf:58: mitigation; by way of example, for the piling at the intake –
EN010103-002067-NZT DCO 8.4 - Marine Management Organisation SoCG (Tracked) August 2022 (D6).pdf:58: with impact piling only being used to achieve design depth.
EN010103-002067-NZT DCO 8.4 - Marine Management Organisation SoCG (Tracked) August 2022 (D6).pdf:59: approach to the intake cofferdam piling and mitigation, are
EN010103-002067-NZT DCO 8.4 - Marine Management Organisation SoCG (Tracked) August 2022 (D6).pdf:65: piling, providing MMO an opportunity to remove the
EN010103-002067-NZT DCO 8.4 - Marine Management Organisation SoCG (Tracked) August 2022 (D6).pdf:141:05 Piling RG showed a figure with the location of potential pin drilling / piling. If piling is
EN010103-002067-NZT DCO 8.4 - Marine Management Organisation SoCG (Tracked) August 2022 (D6).pdf:141: required, it will consist of non-impact piling methods and will occur in Tees
EN010103-002067-NZT DCO 8.4 - Marine Management Organisation SoCG (Tracked) August 2022 (D6).pdf:141: IC stated that the requirement for pin piling will be decided as part of the
EN010103-002067-NZT DCO 8.4 - Marine Management Organisation SoCG (Tracked) August 2022 (D6).pdf:141:08 Cumulative Effects RG reiterated that project activities such as piling and dredging were small in MMO to review
EN010103-001730-Written Representation (CATS North Sea Limited).pdf:24:4.4 Piling / Boring / Directional Drilling ………………………………………………………………… 7
EN010103-001730-Written Representation (CATS North Sea Limited).pdf:29:4.4 Piling / Boring / Directional Drilling
EN010103-001730-Written Representation (CATS North Sea Limited).pdf:29:The CATS pipelines team shall be consulted and agreement obtained prior to any piling or boring
EN010103-002198-Report on the Implications for European Sites (RIES).pdf:32: piling is to be used; and
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:35: current Construction Programme anticipates that piling will be needed for the main
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:35: conditions. It has been confirmed that bored piling is recommended for installing all
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:46: population numbers. At that point the standard JNCC mitigation for piling and
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:57: PEIR highlighted that the LAeq arising from sheet piling would be likely to disturb the
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:57: since changed, sheet piling has been omitted and it has been confirmed that bored
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:57: piling will be used at the PCC Site rather than driven piling, such that the PEIR
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:58:6.1.7 Construction period bored piling at the PCC Site will lead to a LAeq of approx. 65 -
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:59:6.1.10 Since there is no percussive element to the works (unlike with impact piling) only
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:117: a. Paragraphs 6.1.7 (bored piling at the PCC Site),) and 6.1.11 (HDD for CO2 export pipeline) and 6.1.15 (CO2 gathering network) discuss potential noise
EN010103-002063-NZT DCO 7.12 - Habitats Regulations Assessment Report (Change Request) (Tracked) August 2022 (D6).pdf:117: 70dB at the northern edge of the Proposed Development during piling for the CO2 export pipeline. Only a small section of the SPA / Ramsar would fall within
EN010103-000817-NZT DCO - Section_55_Checklist (19.07.21).pdf:19: Applicant has complied with the advice relating to compiling and preparing consultation
EN010103-001713-South Tees Development Corporation - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:8: 5.1.7 Requirement no. 23: Piling and penetrative foundation design
EN010103-001713-South Tees Development Corporation - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:10:Stockpiling of tunnel arisings
EN010103-001713-South Tees Development Corporation - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:10: page 209] in respect of the stockpiling of spoil from construction activities. It is accepted that
EN010103-001713-South Tees Development Corporation - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:10: the extent of stockpiling will reduce as a result of the removal of the new build tunnel option.
EN010103-002079-NZT DCO 1.2 - Application Guide - August 2022(D6).pdf:24: 6.3.53 Figure 11.2: PCC Site Piling -
EN010103-001201-NZT DCO 6.3.53 - ES Vol II Figure 11-2 PCC Site Piling Construction Phase - Oct 2021 Rev.2.0.pdf:1: Piling LAeq, T Contour (dB)
EN010103-001201-NZT DCO 6.3.53 - ES Vol II Figure 11-2 PCC Site Piling Construction Phase - Oct 2021 Rev.2.0.pdf:1: PCC SITE CONSTRUCTION PILING LAeq, T
EN010103-001609-Redcar and Clevland Council Local Impact Report.pdf:6: (n) tunnelling, boring, piling and drilling works and management of arisings, and to the
EN010103-001609-Redcar and Clevland Council Local Impact Report.pdf:13:• Earthworks (soil stripping, spoil movement and stockpiling);
EN010103-001609-Redcar and Clevland Council Local Impact Report.pdf:13:particularly at the Earthworks (soil stripping, spoil movement and stockpiling) stage and
EN010103-002253-NZT DCO 2.1e - Schedule of Changes to DCO - Sept 2022 (D8).pdf:5:Schedule 2, (Requirements), Requirement 23 Minor amendment to specify that the piling and penetrative foundation design method statement will
EN010103-002253-NZT DCO 2.1e - Schedule of Changes to DCO - Sept 2022 (D8).pdf:5:(Piling and penetrative foundation design) (1) be consistent with any details included in any approved ground monitoring plan. The Applicants
EN010103-000958-NZT DCO 6.3.53 ES Vol II Figure 11-2 PCC Site Piling Construction Phase.pdf:1: Piling LAeq, T Contour (dB)
EN010103-000958-NZT DCO 6.3.53 ES Vol II Figure 11-2 PCC Site Piling Construction Phase.pdf:1: PCC SITE CONSTRUCTION PILING LAeq, T
EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:41: (n) tunnelling, boring, piling and drilling works and management of arisings,
EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:52:Piling and penetrative foundation design
EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:52:commence, save for the permitted preliminary works, until a written piling and penetrative
EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:52:the piling mitigation measures in paragraph 10.8 of Chapter 10 of the environmental statement and
EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:52: (2) All piling and penetrative foundation works must be carried out in accordance with the
EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:86: 19.—(1) Vibratory or drilled ‘pin’ piling must be used as standard, with percussive piling only
EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:86:vibratory or drilled ‘pin’ piling would be ineffective. If percussive piling is necessary, soft-start
EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:86: (3) Should piling cease for a period greater than 10 minutes, then the soft start procedure must
EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:98: 19.—(1) Vibratory or drilled ‘pin’ piling must be used as standard, with percussive piling only
EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:98:vibratory or drilled ‘pin’ piling would be ineffective. If percussive piling is necessary, soft-start
EN010103-001794-NZT DCO 2.1 - Draft DCO - June 2022.pdf:99: (3) Should piling cease for a period greater than 10 minutes, then the soft start procedure must
EN010103-001182-NZT EL (7).pdf:10: 6.3.53 ES Vol II Figure 11-2 PCC Site Piling Construction Phase
EN010103-001182-NZT EL (7).pdf:23: Site Piling Construction Phase - Oct 2021 Rev.2.0 - Accepted at
EN010103-001182-NZT EL (7).pdf:29: 6.3.53 Rev 3 ES Addendum Vol II Figure 11-2 PCC Site Piling
EN010103-001182-NZT EL (7).pdf:69: Piling Construction Phase August 2022
EN010103-001182-NZT EL (7).pdf:94: Piling Construction Phase
EN010103-002068-NZT DCO 8.5 - Environment Agency SoCG (Clean) August 2-22 (D6).pdf:10: Mitigation including piling restrictions.
EN010103-002055-NZT DCO 5.5 Electricity Grid Connection Statement (Tracked) August 2022 (D6).pdf:13: soils stockpiling;
EN010103-001330-NZT DCO 7.6 - Consultation Statement Proposed Changes - Apr 2022_Redacted.pdf:64: requiring stockpiling at Navigator Terminals and transporting for re-use or
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:34: Construction Programme anticipates that piling will be needed for the main
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:34: conditions. It has been confirmed that bored piling is recommended for installing all
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:44: population numbers. At that point the standard JNCC mitigation for piling and
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:55: highlighted that the LAeq arising from sheet piling would be likely to disturb the
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:55: sheet piling has been omitted and it has been confirmed that bored piling will be
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:55: used at the PCC Site rather than driven piling, such that the PEIR modelling required
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:56:6.1.7 Construction period bored piling at the PCC Site will lead to a LAeq of approx. 65 -
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:57: Since there is no percussive element to the works (unlike with impact piling) only
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:110: a. Paragraphs 6.1.7 (bored piling at the PCC Site), 6.1.11 (HDD for CO2 export pipeline) and 6.1.15 (CO2 gathering network) discuss potential noise impacts
EN010103-001478-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Tracked.pdf:110: northern edge of the Proposed Development during piling for the CO 2 export pipeline. Only a small section of the SPA / Ramsar would fall within this zone
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:237:107 but not limited to blasting and piling) which
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:240:333 but not limited to blasting and piling) which
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:241:203 but not limited to blasting and piling) which
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:242: but not limited to blasting and piling) which
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:243: but not limited to blasting and piling) which
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:244:354 but not limited to blasting and piling) which
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:340: relevant stage, a piling marine mammal mitigation protocol for that stage, in accordance
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:342: (5) No more than two vessels may be engaged at any time in activities related to piling for the
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:345:all piling activity must cease until an update to the marine mammal mitigation protocol and further
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:366: relevant stage, a piling marine mammal mitigation protocol for that stage, in accordance
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:368: (5) No more than two vessels may be engaged at any time in activities related to piling for the
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:371:all piling activity must cease until an update to the marine mammal mitigation protocol and further
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:372:Piling restriction
EN010103-002037-Orsted Hornsea Project Four Limited - Responses to the ExA’s ExQ2.pdf:372:no impact piling may be undertaken between 21st August and 23rd October each year within the
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:16: widths for the pipelines and cables will vary from 5m to 35m dependent on the sufficient to allow efficient excavation of an individual pipeline, stockpiling of
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:17: iii) Piling and penetrative foundation design method statement; and
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:17: With respect to iii) piling and penetrative foundation design method statement,
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:17: have amended Requirement 23 (Piling and penetrative foundation design) to
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:18: environmental effects of piling and penetrative foundation works, it has
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:44: developments would occur concurrently while piling activities associated with the Tees. However, due to the location of the outfall head preparatory dredging
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:44: As stated in paragraph 14.9.21 even if piling activities at potential cumulative
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:44: developments within the Tees Estuary were to overlap with pin piling and
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:49: activities, such as pin piling and drilling on fish and marine mammals (cetaceans
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:95: for piling. These decisions will have implications for inter alia environmental risk associated with foundation and piling design such that the Foundations Options
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:95: includes Requirement 23 (Piling and penetrative foundation design) to secure
EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf:112: PCC site and construction activities away from the PCC are assessed heights up to 80 m. This will require significant works, including piling and
EN010103-002529-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Nov 2022 (D12).pdf:46: 3.8.64. 3.8.65.Requirement 23 (Piling and penetrative foundation design) - this is not a model
EN010103-002529-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Nov 2022 (D12).pdf:46: preliminary works, until a piling and penetrative foundation design method statement,
EN010103-002529-NZT DCO 2.2 - Explanatory Memorandum (Tracked) - Nov 2022 (D12).pdf:46: informed by a risk assessment and which is consistent with the piling mitigation measures
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:41: (n) tunnelling, boring, piling and drilling works and management of arisings,
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:52:Piling and penetrative foundation design
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:52:commence, save for the permitted preliminary works, until a written piling and penetrative
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:52:the piling mitigation measures in paragraph 10.8 of Chapter 10 of the environmental statement and
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:52: (2) All piling and penetrative foundation works must be carried out in accordance with the
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:87: 19.—(1) Vibratory or drilled ‘pin’ piling must be used as standard, with percussive piling only
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:87:vibratory or drilled ‘pin’ piling would be ineffective. If percussive piling is necessary, soft-start
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:87: (3) Should piling cease for a period greater than 10 minutes, then the soft start procedure must
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:99: 19.—(1) Vibratory or drilled ‘pin’ piling must be used as standard, with percussive piling only
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:99:vibratory or drilled ‘pin’ piling would be ineffective. If percussive piling is necessary, soft-start
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:100: (3) Should piling cease for a period greater than 10 minutes, then the soft start procedure must
EN010103-001919-NZT DCO 2.1 - Draft DCO July 2022 (D4).pdf:129: (d) piling, undertaking of a 3D seismic survey or the sinking boreholes within 30 metres of
EN010103-002506-NZT DCO 7.15.1 - Third ES Addendum Volume I (Main Report) - Nov 2022 (D12).pdf:12: o either piling or pin drilling to
EN010103-002506-NZT DCO 7.15.1 - Third ES Addendum Volume I (Main Report) - Nov 2022 (D12).pdf:13: o either piling or pin drilling to secure the outfall head;
EN010103-001182-NZT EL (11).pdf:10: 6.3.53 ES Vol II Figure 11-2 PCC Site Piling Construction Phase
EN010103-001182-NZT EL (11).pdf:23: Site Piling Construction Phase - Oct 2021 Rev.2.0 - Accepted at
EN010103-001182-NZT EL (11).pdf:29: 6.3.53 Rev 3 ES Addendum Vol II Figure 11-2 PCC Site Piling
EN010103-001182-NZT EL (11).pdf:69: Piling Construction Phase August 2022
EN010103-001182-NZT EL (11).pdf:94: Piling Construction Phase
EN010103-000828-NZT DCO 2.2 - Explanatory Memorandum.pdf:52:3.8.62 Requirement 23 (Piling and penetrative foundation design) - this is not a model
EN010103-000828-NZT DCO 2.2 - Explanatory Memorandum.pdf:52: permitted preliminary works, until a piling and penetrative foundation design
EN010103-002411-NZT DCO 1.2 - Application Guide - Oct 2022 (D11).pdf:23: 6.3.53 Figure 11.2: PCC Site Piling -
EN010103-001182-NZT EL (10).pdf:10: 6.3.53 ES Vol II Figure 11-2 PCC Site Piling Construction Phase
EN010103-001182-NZT EL (10).pdf:23: Site Piling Construction Phase - Oct 2021 Rev.2.0 - Accepted at
EN010103-001182-NZT EL (10).pdf:29: 6.3.53 Rev 3 ES Addendum Vol II Figure 11-2 PCC Site Piling
EN010103-001182-NZT EL (10).pdf:69: Piling Construction Phase August 2022
EN010103-001182-NZT EL (10).pdf:94: Piling Construction Phase
EN010103-002029-Environment Agency - Comments on any other information submitted at Deadline 5.pdf:2:foundations/piling design. We also request that Table 5A-4: Geology,
EN010103-002029-Environment Agency - Comments on any other information submitted at Deadline 5.pdf:6:foundations/piling design.
EN010103-002029-Environment Agency - Comments on any other information submitted at Deadline 5.pdf:6:In relation to the bullet point relating to piling and penetrative foundation design
EN010103-001910-NZT DCO 9.15 - Applicants' Responses to Deadline 3 Submissions July 2022 (D4).pdf:25: 23 (piling and penetrative design), 25 (restoration of land used temporarily), or 32
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:8:Difficult foundation Natural obstructions within 3 2 6 If piling required, unable to GI.
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:8: rotary bored or ODEX piling
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:9: Damage to piling equipment ground conditions proved
EN010103-001108-NZT DCO 6.4.15 ES Vol III Appendix 10D Geotechnical Risk Register.pdf:9: ODEX piling techniques as
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:11: If piling required, consider
EN010103-001792-NZT DCO 2.1a - Schedule of Changes to the draft DCO - June 2022.pdf:7:23 (piling and penetrative foundation
EN010103-001792-NZT DCO 2.1a - Schedule of Changes to the draft DCO - June 2022.pdf:7:design) the piling and penetrative foundation design method statement must be in accordance
EN010103-001792-NZT DCO 2.1a - Schedule of Changes to the draft DCO - June 2022.pdf:7: with the piling mitigation measures in paragraph 10.8 of Chapter 10 of the ES, the
EN010103-001792-NZT DCO 2.1a - Schedule of Changes to the draft DCO - June 2022.pdf:11:Schedules 10 and 11 – Deemed Marine New wording added to specify that percussive piling may only be used where the undertaker
EN010103-001792-NZT DCO 2.1a - Schedule of Changes to the draft DCO - June 2022.pdf:11:Project B, Part 3(19) information, that vibratory or drilled ‘pin’ piling would be ineffective.
EN010103-002066-NZT DCO 8.4 - Marine Management Organisation SoCG (Clean) August 2022 (D6).pdf:16: Draft DML Condition 19 (Piling)
EN010103-002066-NZT DCO 8.4 - Marine Management Organisation SoCG (Clean) August 2022 (D6).pdf:18: It is agreed that for piling works, the good practice and design
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
EN010103-002066-NZT DCO 8.4 - Marine Management Organisation SoCG (Clean) August 2022 (D6).pdf:18: mitigation measures for piling shall be adopted during
EN010103-002066-NZT DCO 8.4 - Marine Management Organisation SoCG (Clean) August 2022 (D6).pdf:30: include activities such as piling etc). EW confirmed that we will expand
EN010103-002066-NZT DCO 8.4 - Marine Management Organisation SoCG (Clean) August 2022 (D6).pdf:45: precautionary to include activities such as piling etc). We will expand
EN010103-002066-NZT DCO 8.4 - Marine Management Organisation SoCG (Clean) August 2022 (D6).pdf:58: mitigation; by way of example, for the piling at the intake –
EN010103-002066-NZT DCO 8.4 - Marine Management Organisation SoCG (Clean) August 2022 (D6).pdf:58: with impact piling only being used to achieve design depth.
EN010103-002066-NZT DCO 8.4 - Marine Management Organisation SoCG (Clean) August 2022 (D6).pdf:59: approach to the intake cofferdam piling and mitigation, are
EN010103-002066-NZT DCO 8.4 - Marine Management Organisation SoCG (Clean) August 2022 (D6).pdf:65: piling, providing MMO an opportunity to remove the
EN010103-002066-NZT DCO 8.4 - Marine Management Organisation SoCG (Clean) August 2022 (D6).pdf:141:05 Piling RG showed a figure with the location of potential pin drilling / piling. If piling is
EN010103-002066-NZT DCO 8.4 - Marine Management Organisation SoCG (Clean) August 2022 (D6).pdf:141: required, it will consist of non-impact piling methods and will occur in Tees
EN010103-002066-NZT DCO 8.4 - Marine Management Organisation SoCG (Clean) August 2022 (D6).pdf:141: IC stated that the requirement for pin piling will be decided as part of the
EN010103-002066-NZT DCO 8.4 - Marine Management Organisation SoCG (Clean) August 2022 (D6).pdf:141:08 Cumulative Effects RG reiterated that project activities such as piling and dredging were small in MMO to review
EN010103-002049-NZT DCO 3.2 - Statement of Reasons (Clean) August 2022 (D6).pdf:30: o tunnelling, boring, piling and drilling works,
EN010103-001526-NZT-ExQ1.pdf:12: iii) Piling and penetrative foundation design method statement; and
EN010103-001526-NZT-ExQ1.pdf:24: piling activities associated with the construction of cumulative developments are also unlikely
EN010103-001526-NZT-ExQ1.pdf:50: Foundation Options Report, including a potential need for piling. These decisions will have
EN010103-001182-NZT EL (13).pdf:10: 6.3.53 ES Vol II Figure 11-2 PCC Site Piling Construction Phase
EN010103-001182-NZT EL (13).pdf:23: Site Piling Construction Phase - Oct 2021 Rev.2.0 - Accepted at
EN010103-001182-NZT EL (13).pdf:29: 6.3.53 Rev 3 ES Addendum Vol II Figure 11-2 PCC Site Piling
EN010103-001182-NZT EL (13).pdf:69: Piling Construction Phase August 2022
EN010103-001182-NZT EL (13).pdf:94: Piling Construction Phase
EN010103-002184-NZT DCO 9.33 - Applicants' Response SWQ HE.2.6 - Sept 2022(D7).pdf:13: from activities such as demolition, site clearance, piling and foundations
EN010103-001580-NZT DCO 1.2 - Application Guide - May 2022.pdf:20: 6.3.53 Figure 11.2: PCC Site Piling - April 2022 -
EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:35: Programme anticipates that piling will be needed for the main foundations of the
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:45: porpoise population numbers. At that point the standard JNCC mitigation for piling
EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:56: highlighted that the LAeq arising from sheet piling would be likely to disturb the
EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:56: sheet piling has been omitted and it has been confirmed that bored piling will be
EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:56: used at the PCC Site rather than driven piling, such that the PEIR modelling required
EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:57:6.1.7 Construction period bored piling at the PCC Site will lead to a LAeq of approx. 65 -
EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:58:6.1.10 Since there is no percussive element to the works (unlike with impact piling) only
EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:118: a. Paragraphs 6.1.7 (bored piling at the PCC Site),) and 6.1.11 9 (HDD for CO2 export pipeline) and 6.1.15 (CO2 gathering network) discuss potential noise
EN010103-002509-NZT DCO 7.16 - HRA for Change Request (Tracked) - Nov 2022 (D12).pdf:118: 70dB at the northern edge of the Proposed Development during piling for the CO2 export pipeline. Only a small section of the SPA / Ramsar would fall within
EN010103-001939-NZT ISH3 S3.pdf:1:even if that's not a preferred option, then the concerns about piling relate and vibration etc relate to
EN010103-001844-DLA Piper UK LLP - Other- Comments on Applicants responses to ExA ExQ1, Statement of Commonality, other IP WRs and dDCO.pdf:10: Requirement 23 – piling and penetrative foundation design
EN010103-002171-Environment Agency - Comments on any other information submitted at Deadline 6.pdf:2:With regards to Requirement 23 (piling and penetrative foundation design), the
EN010103-001588-NZT DCO 8.6 - NE SoCG - May 2022.pdf:11: • Noise impact on bird thresholds to be evaluated. Piling
EN010103-001588-NZT DCO 8.6 - NE SoCG - May 2022.pdf:15: measures, to be secured through Requirement 23 (Piling and
EN010103-001588-NZT DCO 8.6 - NE SoCG - May 2022.pdf:15: adequately secures the control of construction piling (with
EN010103-001588-NZT DCO 8.6 - NE SoCG - May 2022.pdf:15: preliminary works, until a written piling and penetrative
EN010103-001588-NZT DCO 8.6 - NE SoCG - May 2022.pdf:16: (2) All piling and penetrative foundation works must be carried
EN010103-001588-NZT DCO 8.6 - NE SoCG - May 2022.pdf:26: Piling was discussed and NE suggested that the avoidance of the overwintering period would be
EN010103-001588-NZT DCO 8.6 - NE SoCG - May 2022.pdf:30: • Piling and excavation for main foundations
EN010103-002467-NZT DCO 1.2 - Application Guide - Nov 2022 (D12).pdf:23: 6.3.53 Figure 11.2: PCC Site Piling - November 2022
EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:34: Construction Programme anticipates that piling will be needed for the main
EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:34: conditions. It has been confirmed that bored piling is recommended for installing all
EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:44: population numbers. At that point the standard JNCC mitigation for piling and
EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:55: highlighted that the LAeq arising from sheet piling would be likely to disturb the
EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:55: sheet piling has been omitted and it has been confirmed that bored piling will be
EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:55: used at the PCC Site rather than driven piling, such that the PEIR modelling required
EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:56:6.1.7 Construction period bored piling at the PCC Site will lead to a LAeq of approx. 65 -
EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:57:6.1.10 Since there is no percussive element to the works (unlike with impact piling) only
EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:109: a. Paragraphs 6.1.7 (bored piling at the PCC Site), 6.1.11 (HDD for CO2 export pipeline) and 6.1.15 (CO2 gathering network) discuss potential noise impacts
EN010103-000885-NZT DCO 5.13 - Habitat Regulations Assessment Report.pdf:109: northern edge of the Proposed Development during piling for the CO2 export pipeline. Only a small section of the SPA / Ramsar would fall within this zone
EN010103-001999-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Clean.pdf:46: 3.8.67. Requirement 23 (Piling and penetrative foundation design) - this is not a model provision.
EN010103-001999-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Clean.pdf:46: works, until a piling and penetrative foundation design method statement, informed by a
EN010103-001999-NZT DCO 2.2 - Explanatory Memorandum - August 2022(D5) - Clean.pdf:46: risk assessment and which is consistent with the piling mitigation measures in paragraph
EN010103-001182-NZT EL (9).pdf:10: 6.3.53 ES Vol II Figure 11-2 PCC Site Piling Construction Phase
EN010103-001182-NZT EL (9).pdf:23: Site Piling Construction Phase - Oct 2021 Rev.2.0 - Accepted at
EN010103-001182-NZT EL (9).pdf:29: 6.3.53 Rev 3 ES Addendum Vol II Figure 11-2 PCC Site Piling
EN010103-001182-NZT EL (9).pdf:69: Piling Construction Phase August 2022
EN010103-001182-NZT EL (9).pdf:94: Piling Construction Phase
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:5: including but not limited to sheet piling, piling, use of impact wrenches,
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:12: • Minimising duration of stockpiling of topsoil or spoil during pipeline
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:22: • Should the ground investigation prove the need for piling or soil
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:25: • Piling design and construction works would be completed following
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:25: the preparation of a piling risk assessment, completed in accordance
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:25: with the Environment Agency’s ‘Piling and Penetrative Ground
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:26: on Pollution Prevention’. A piling and penetrative foundation design
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:26: noise piling techniques will be adopted where reasonably
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:28: • Use of rotary bored rather the driven piling techniques (if required),
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:35: • The standard JNCC mitigation measures for explosives, piling and
EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf:35: marine environment (i.e. piling) shall not be undertaken at night; and
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:35: Construction Programme anticipates that piling will be needed for the main
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:35: conditions. It has been confirmed that bored piling is recommended for installing all
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:45: population numbers. At that point the standard JNCC mitigation for piling and
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:56: highlighted that the LAeq arising from sheet piling would be likely to disturb the
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:56: sheet piling has been omitted and it has been confirmed that bored piling will be
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:56: used at the PCC Site rather than driven piling, such that the PEIR modelling required
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:57:6.1.7 Construction period bored piling at the PCC Site will lead to a LAeq of approx. 65 -
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:58:6.1.10 Since there is no percussive element to the works (unlike with impact piling) only
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:114: a. Paragraphs 6.1.7 (bored piling at the PCC Site), 6.1.11 (HDD for CO2 export pipeline) and 6.1.15 (CO2 gathering network) discuss potential noise impacts
EN010103-002056-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) August 2022 (D6).pdf:114: northern edge of the Proposed Development during piling for the CO 2 export pipeline. Only a small section of the SPA / Ramsar would fall within this zone
EN010103-002045-NZT DCO 2.2 - Explanatory Memorandum (Clean) August 2022 (D6).pdf:46: 3.8.65. Requirement 23 (Piling and penetrative foundation design) - this is not a model provision.
EN010103-002045-NZT DCO 2.2 - Explanatory Memorandum (Clean) August 2022 (D6).pdf:46: works, until a piling and penetrative foundation design method statement, informed by a
EN010103-002045-NZT DCO 2.2 - Explanatory Memorandum (Clean) August 2022 (D6).pdf:46: risk assessment and which is consistent with the piling mitigation measures in paragraph
EN010103-001182-NZT EL (3).pdf:10: 6.3.53 ES Vol II Figure 11-2 PCC Site Piling Construction Phase
EN010103-001182-NZT EL (3).pdf:23: Site Piling Construction Phase - Oct 2021 Rev.2.0 - Accepted at
EN010103-001182-NZT EL (3).pdf:29: 6.3.53 Rev 3 ES Addendum Vol II Figure 11-2 PCC Site Piling
EN010103-001182-NZT EL (3).pdf:69: Piling Construction Phase August 2022
EN010103-001182-NZT EL (3).pdf:94: Piling Construction Phase
EN010103-000827-NZT DCO 2.1 - Draft Development Consent Order.pdf:39: (n) tunnelling, boring, piling and drilling works and management of arisings,
EN010103-000827-NZT DCO 2.1 - Draft Development Consent Order.pdf:49:Piling and penetrative foundation design
EN010103-000827-NZT DCO 2.1 - Draft Development Consent Order.pdf:49:commence, save for the permitted preliminary works, until a written piling and penetrative
EN010103-000827-NZT DCO 2.1 - Draft Development Consent Order.pdf:49: (2) All piling and penetrative foundation works must be carried out in accordance with the
EN010103-000827-NZT DCO 2.1 - Draft Development Consent Order.pdf:89: 19.—(1) Vibratory or drilled ‘pin’ piling must be used as standard, with percussive piling only
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: (3) Should piling cease for a period greater than 10 minutes, then the soft start procedure must
EN010103-000827-NZT DCO 2.1 - Draft Development Consent Order.pdf:103: 19.—(1) Vibratory or drilled ‘pin’ piling must be used as standard, with percussive piling only
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: (3) Should piling cease for a period greater than 10 minutes, then the soft start procedure must
EN010103-001182-NZT EL (2).pdf:10: 6.3.53 ES Vol II Figure 11-2 PCC Site Piling Construction Phase
EN010103-001182-NZT EL (2).pdf:23: Site Piling Construction Phase - Oct 2021 Rev.2.0 - Accepted at
EN010103-001182-NZT EL (2).pdf:29: 6.3.53 Rev 3 ES Addendum Vol II Figure 11-2 PCC Site Piling
EN010103-001182-NZT EL (2).pdf:69: Piling Construction Phase August 2022
EN010103-001182-NZT EL (2).pdf:94: Piling Construction Phase
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:34: Construction Programme anticipates that piling will be needed for the main
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:34: conditions. It has been confirmed that bored piling is recommended for installing all
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:44: population numbers. At that point the standard JNCC mitigation for piling and
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:54: highlighted that the LAeq arising from sheet piling would be likely to disturb the
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:54: sheet piling has been omitted and it has been confirmed that bored piling will be
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:54: used at the PCC Site rather than driven piling, such that the PEIR modelling required
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:55:6.1.7 Construction period bored piling at the PCC Site will lead to a LAeq of approx. 65 -
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:56:6.1.10 Since there is no percussive element to the works (unlike with impact piling) only
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:109: a. Paragraphs 6.1.7 (bored piling at the PCC Site), 6.1.11 (HDD for CO2 export pipeline) and 6.1.15 (CO2 gathering network) discuss potential noise impacts
EN010103-001479-NZT DCO 5.13 Habitat Regulations Assessment Report Rev 3 Final 2022-04-26.pdf:109: northern edge of the Proposed Development during piling for the CO2 export pipeline. Only a small section of the SPA / Ramsar would fall within this zone
EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:45: population numbers. At that point the standard JNCC mitigation for piling and
EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:56: highlighted that the LAeq arising from sheet piling would be likely to disturb the
EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:56: sheet piling has been omitted and it has been confirmed that bored piling will be
EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:56: used at the PCC Site rather than driven piling, such that the PEIR modelling required
EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:57:6.1.7 Construction period bored piling at the PCC Site will lead to a LAeq of approx. 65 -
EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:58:6.1.10 Since there is no percussive element to the works (unlike with impact piling) only
EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:111: a. Paragraphs 6.1.7 (bored piling at the PCC Site), 6.1.11 (HDD for CO2 export pipeline) and 6.1.15 (CO2 gathering network) discuss potential noise impacts
EN010103-001849-5.13 - HRA Report (Clean) - June 2022(D3).pdf:111: northern edge of the Proposed Development during piling for the CO 2 export pipeline. Only a small section of the SPA / Ramsar would fall within this zone
EN010103-001585-NZT DCO 8.3 - STDC TVCA Teesworks SoCG - May 2022.pdf:29: • Requirement no. 23: Piling and penetrative
EN010103-001585-NZT DCO 8.3 - STDC TVCA Teesworks SoCG - May 2022.pdf:35: 34 Stockpiling of Spoil from the construction of the CO2 Export STDC’s relevant representation questioned the Under
EN010103-001585-NZT DCO 8.3 - STDC TVCA Teesworks SoCG - May 2022.pdf:36: without significant stockpiling being required
EN010103-001215-NZT DCO 2.2 - Explanatory Memorandum - Oct 2021 Rev.2.0.pdf:54:3.8.65 Requirement 23 (Piling and penetrative foundation design) - this is not a model
EN010103-001215-NZT DCO 2.2 - Explanatory Memorandum - Oct 2021 Rev.2.0.pdf:54: permitted preliminary works, until a piling and penetrative foundation design
EN010103-002625-NZT DCO 1.2 - Application Guide - Nov 2022 (D13).pdf:23: 6.3.53 Figure 11.2: PCC Site Piling - November 2022
EN010103-001153-NZT DCO 5.9 - Statutory Nuisance Statement.pdf:24: potential vibration levels from piling during construction;
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:5: including but not limited to sheet piling, piling, use of impact wrenches,
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:12: • Minimising duration of stockpiling of topsoil or spoil during pipeline
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:22: • Should the ground investigation prove the need for piling or soil
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:26: • Piling design and construction works would be completed following
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:26: the preparation of a piling risk assessment, completed in accordance
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:26: with the Environment Agency’s ‘Piling and Penetrative Ground
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:26: on Pollution Prevention’. A piling and penetrative foundation design
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:26: noise piling techniques will be adopted where reasonably
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:28: • Use of rotary bored rather the driven piling techniques (if required),
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:37: • The standard JNCC mitigation measures for explosives, piling and
EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf:37: marine environment (i.e. piling) shall not be undertaken at night; and
EN010103-001983-NZT DCO 8.3 - STDC SoCG - August 2022(D5) - Tracked.pdf:37: • Requirement no. 23: Piling and • Requirement no. 8 – Means of enclosure
EN010103-001983-NZT DCO 8.3 - STDC SoCG - August 2022(D5) - Tracked.pdf:57: 49 Stockpiling of Spoil from the construction of the CO2 Export STDC’s relevant representation questioned the Under
EN010103-001983-NZT DCO 8.3 - STDC SoCG - August 2022(D5) - Tracked.pdf:58: without significant stockpiling being required.
EN010103-001776-NZT DCO 9.8 - Appendix GEN.1.2 Position Statement Hornsea Project Four and BP - June 2022.pdf:34: • The total duration of the impact piling component of the installation campaign for wind turbine
EN010103-001776-NZT DCO 9.8 - Appendix GEN.1.2 Position Statement Hornsea Project Four and BP - June 2022.pdf:53:piling foundations into the seabed with durations in the region of a year depending on the size of the
EN010103-001776-NZT DCO 9.8 - Appendix GEN.1.2 Position Statement Hornsea Project Four and BP - June 2022.pdf:63:Noise generated during the piling and construction activities of a wind farm have been documented at
EN010103-001776-NZT DCO 9.8 - Appendix GEN.1.2 Position Statement Hornsea Project Four and BP - June 2022.pdf:90:piling of the foundations into the seabed, however this is limited to around a year depending on the size
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:11: management plan), 23 (piling and penetrative foundation design), 25 (restoration of
EN010103-001212-NZT DCO 1.6 - Signposting Document re Update Application Documents - Final.pdf:14: Figure 11-2 PCC Site Piling
EN010103-001842-South Tees Development Corporation - Comments on responses to the ExA’s ExQ1.pdf:2:within a set period so as to avoid unnecessary sterilisation of land because of stockpiling thereon. STDC
EN010103-001842-South Tees Development Corporation - Comments on responses to the ExA’s ExQ1.pdf:2:continues to strongly resist the sterilisation of its land being used for stockpiling purposes.
EN010103-001854-8.3 - STDC SoCG (Tracked) - June 2022(D3).pdf:35: • Requirement no. 23: Piling and penetrative • Requirement no. 3 – Detailed design
EN010103-001854-8.3 - STDC SoCG (Tracked) - June 2022(D3).pdf:53: 3449 Stockpiling of Spoil from the construction of the CO2 Export STDC’s relevant representation questioned the Under
EN010103-001854-8.3 - STDC SoCG (Tracked) - June 2022(D3).pdf:53: site without significant stockpiling being
EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf:137: • not impact piling such as auger
EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:35: Programme anticipates that piling will be needed for the main foundations of the
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:45: porpoise population numbers. At that point the standard JNCC mitigation for piling
EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:55: highlighted that the LAeq arising from sheet piling would be likely to disturb the
EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:55: sheet piling has been omitted and it has been confirmed that bored piling will be
EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:55: used at the PCC Site rather than driven piling, such that the PEIR modelling required
EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:56:6.1.7 Construction period bored piling at the PCC Site will lead to a LAeq of approx. 65 -
EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:57:6.1.10 Since there is no percussive element to the works (unlike with impact piling) only
EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:116: a. Paragraphs 6.1.7 (bored piling at the PCC Site) and 6.1.9 (HDD for CO2 export pipeline) discuss potential noise impacts on the Teesmouth and Cleveland
EN010103-002330-NZT DCO 5.13 - Habitats Regulations Assessment Report (Clean) Oct 2022 (D9).pdf:116: Development during piling for the CO2 export pipeline. Only a small section of the SPA / Ramsar would fall within this zone (approximately 5ha), the entire
EN010103-002635-NZT DCO 8.4 - MMO SoCG - Final (signed) - Nov 2022 (D13).pdf:17: Draft DML Condition 19 (Piling)
EN010103-002635-NZT DCO 8.4 - MMO SoCG - Final (signed) - Nov 2022 (D13).pdf:19: It is agreed that for piling works, the good practice and design
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
EN010103-002635-NZT DCO 8.4 - MMO SoCG - Final (signed) - Nov 2022 (D13).pdf:19: mitigation measures for piling shall be adopted during
EN010103-002239-NZT DCO 8.6 - Natural England SoCG (Clean) - Sept 2022(D8).pdf:10: • Noise impact on bird thresholds to be evauated. Piling
EN010103-002239-NZT DCO 8.6 - Natural England SoCG (Clean) - Sept 2022(D8).pdf:14: measures, to be secured through Requirement 23 (Piling and
EN010103-002239-NZT DCO 8.6 - Natural England SoCG (Clean) - Sept 2022(D8).pdf:14: adequately secures the control of construction piling (with
EN010103-002239-NZT DCO 8.6 - Natural England SoCG (Clean) - Sept 2022(D8).pdf:15: preliminary works, until a written piling and penetrative
EN010103-002239-NZT DCO 8.6 - Natural England SoCG (Clean) - Sept 2022(D8).pdf:15: (2) All piling and penetrative foundation works must be carried
EN010103-002637-NZT DCO 8.6 - Natural England SoCG - Final (signed) - Oct 2022 (D13).pdf:10: Noise impact on bird thresholds to be evauated. Piling
EN010103-002637-NZT DCO 8.6 - Natural England SoCG - Final (signed) - Oct 2022 (D13).pdf:15: measures, to be secured through Requirement 23 (Piling and
EN010103-002637-NZT DCO 8.6 - Natural England SoCG - Final (signed) - Oct 2022 (D13).pdf:15: adequately secures the control of construction piling (with
EN010103-002637-NZT DCO 8.6 - Natural England SoCG - Final (signed) - Oct 2022 (D13).pdf:16: preliminary works, until a written piling and penetrative
EN010103-002637-NZT DCO 8.6 - Natural England SoCG - Final (signed) - Oct 2022 (D13).pdf:16: (2) All piling and penetrative foundation works must be carried
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:13:ES Chapters 5 - Construction Programme and The piling method will be designed to reduce the risk 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:13:Management, 11 - Noise and Vibration, 14 - Marine of disturbance to birds, marine ecology, or other noise 23: Piling and penetrative foundation design
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:16:ES Chapters 5 - Construction Programme and Piling design and construction works would be 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:16:Management, ES Appendix 5A – Framework CEMP completed following the preparation of a piling risk 23: Piling and penetrative foundation design
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:16: Environment Agency’s ‘Piling and Penetrative Ground
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:16: piling and penetrative foundation design method
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:32:ES Chapter 10 - Geology, Hydrogeology and The need for piling works for construction of the PCC 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:32:Contaminated Land, ES Appendix 9C - WFD will be assessed in the Foundation Options Study. Any 23: Piling and penetrative foundation design
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:32:Assessment piling works needed will be planned in accordance with
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:32: best practice guidance ‘Piling and Penetrative Ground
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:32: Report NC/99/73. Piling operations would be subject to
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:32: measures detailed in piling method statements. The
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:32: piling method will be designed to not cause
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:32: levels are identified by the GI and piling is required,
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:32: bedrock. All Piling Activities will be carried out under
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:32: an appropriate Piling Risk Assessment including
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:32: groundwater monitoring. If piling is required, low noise
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:32: piling techniques will be adopted where practicable.
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:71:ES Appendix 5A - Framework CEMP Use of rotary bored piling will be used rather than 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:71: driven piling techniques 23: Piling and Penetrative Foundation Design
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:75: explosives, piling and geophysical surveys (JNCC,
EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf:75: within the marine environment (i.e. piling) shall not
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:10:ES Chapters 5 - The piling method will be designed to reduce the risk of disturbance to birds, marine ecology, or DCO Schedule 2 (Document Ref. 2.1):
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:10:Construction Programme other noise sensitive receptors. Requirement 23: Piling and penetrative
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:13:ES Chapters 5 - Piling design and construction works would be completed following the preparation of a piling DCO Schedule 2 (Document Ref. 2.1):
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:13:Construction Programme risk assessment, completed in accordance with the Environment Agency’s ‘Piling and Requirement 23: Piling and penetrative
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:13:Appendix 5A – Pollution Prevention’. A piling and penetrative foundation design method statement would be
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:25:ES Chapter 10 - Geology, The need for piling works for construction of the PCC will be assessed in the Foundation DCO Schedule 2 (Document Ref. 2.1):
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:25:Hydrogeology and Options Study. Any piling works needed will be planned in accordance with best practice Requirement 23: Piling and penetrative
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:25:Contaminated Land, ES guidance ‘Piling and Penetrative Ground Improvement Methods on Land Affected by foundation design
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:25:Assessment Land Centre Report NC/99/73. Piling operations would be subject to foundation works risk
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:25: detailed in piling method statements. The piling method will be designed to not cause
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:25: Where contaminated soils and elevated groundwater levels are identified by the GI and piling is
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:25: remove potential pathway between Made Ground and underlying bedrock. All Piling Activities
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:25: will be carried out under an appropriate Piling Risk Assessment including groundwater
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:25: monitoring. If piling is required, low noise piling techniques will be adopted where practicable.
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:56:ES Appendix 5A - Use of rotary bored piling will be used rather than driven piling techniques DCO Schedule 2 (Document Ref. 2.1):
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:56:Framework CEMP Requirement 23: Piling and Penetrative
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:61: The standard JNCC mitigation measures for explosives, piling and geophysical surveys Environmental Management Plan
EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf:61: piling) shall not be undertaken at night.
EN010103-000830-NZT DCO 5.5 - Electricity Grid Connection Statement.pdf:13: soils stockpiling;
EN010103-001017-NZT DCO 6.4.2 ES Vol III Appendix 1B EIA Scoping Opinion Part 3.pdf:5: the applicant in compiling the required information.
EN010103-002743-Applicant NZT DCO 1.2 - Application Guide - March 2023.pdf:24: 6.3.53 Figure 11.2: PCC Site Piling - November 2022
EN010103-001974-Exolum Seal Sands.pdf:2: (d) piling, undertaking of a 3D seismic survey or the sinking boreholes within 30
EN010103-001974-Exolum Seal Sands.pdf:7: (d) piling, undertaking of a 3D seismic survey or the sinking boreholes within 30
EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:128: • not impact piling such as auger
EN010103-001280-Rule 6 Letter.pdf:42: • stockpiling of tunnel arisings;
EN010103-001280-Rule 6 Letter.pdf:43: dredging/piling activities by others.
EN010103-001214-NZT DCO 2.1 - Draft Development Consent Order - Oct 2021 Rev.2.0.pdf:39: (n) tunnelling, boring, piling and drilling works and management of arisings,
EN010103-001214-NZT DCO 2.1 - Draft Development Consent Order - Oct 2021 Rev.2.0.pdf:49:Piling and penetrative foundation design
EN010103-001214-NZT DCO 2.1 - Draft Development Consent Order - Oct 2021 Rev.2.0.pdf:49:commence, save for the permitted preliminary works, until a written piling and penetrative
EN010103-001214-NZT DCO 2.1 - Draft Development Consent Order - Oct 2021 Rev.2.0.pdf:49: (2) All piling and penetrative foundation works must be carried out in accordance with the
EN010103-001214-NZT DCO 2.1 - Draft Development Consent Order - Oct 2021 Rev.2.0.pdf:89: 19.—(1) Vibratory or drilled ‘pin’ piling must be used as standard, with percussive piling only
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: (3) Should piling cease for a period greater than 10 minutes, then the soft start procedure must
EN010103-001214-NZT DCO 2.1 - Draft Development Consent Order - Oct 2021 Rev.2.0.pdf:103: 19.—(1) Vibratory or drilled ‘pin’ piling must be used as standard, with percussive piling only
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: (3) Should piling cease for a period greater than 10 minutes, then the soft start procedure must
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:34: Construction Programme anticipates that piling will be needed for the main
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:34: conditions. It has been confirmed that bored piling is recommended for installing all
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:45: population numbers. At that point the standard JNCC mitigation for piling and
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:56: highlighted that the LAeq arising from sheet piling would be likely to disturb the
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:56: sheet piling has been omitted and it has been confirmed that bored piling will be
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:56: used at the PCC Site rather than driven piling, such that the PEIR modelling required
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:57:6.1.7 Construction period bored piling at the PCC Site will lead to a LAeq of approx. 65 -
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:58:6.1.10 Since there is no percussive element to the works (unlike with impact piling) only
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:111: a. Paragraphs 6.1.7 (bored piling at the PCC Site), 6.1.11 (HDD for CO2 export pipeline) and 6.1.15 (CO2 gathering network) discuss potential noise impacts
EN010103-001850-5.13 - HRA Report (Tracked) - June 2022(D3).pdf:111: northern edge of the Proposed Development during piling for the CO 2 export pipeline. Only a small section of the SPA / Ramsar would fall within this zone
EN010103-002329-NZT DCO 1.2 - Application Guide Oct 2022 (D9).pdf:24: 6.3.53 Figure 11.2: PCC Site Piling -
EN010103-001182-NZT EL (14).pdf:10: 6.3.53 ES Vol II Figure 11-2 PCC Site Piling Construction Phase
EN010103-001182-NZT EL (14).pdf:23: Site Piling Construction Phase - Oct 2021 Rev.2.0 - Accepted at
EN010103-001182-NZT EL (14).pdf:29: 6.3.53 Rev 3 ES Addendum Vol II Figure 11-2 PCC Site Piling
EN010103-001182-NZT EL (14).pdf:69: Piling Construction Phase August 2022
EN010103-001182-NZT EL (14).pdf:94: Piling Construction Phase
EN010103-001182-NZT EL (8).pdf:10: 6.3.53 ES Vol II Figure 11-2 PCC Site Piling Construction Phase
EN010103-001182-NZT EL (8).pdf:23: Site Piling Construction Phase - Oct 2021 Rev.2.0 - Accepted at
EN010103-001182-NZT EL (8).pdf:29: 6.3.53 Rev 3 ES Addendum Vol II Figure 11-2 PCC Site Piling
EN010103-001182-NZT EL (8).pdf:69: Piling Construction Phase August 2022
EN010103-001182-NZT EL (8).pdf:94: Piling Construction Phase
EN010103-001021-NZT DCO 6.4.6 ES Vol III Appendix 8A Air Quality - Construction Phase.pdf:5: • Earthworks (soil stripping, spoil movement and stockpiling);
EN010103-001982-NZT DCO 8.3 - STDC SoCG - August 2022(D5) - Clean.pdf:34: • Requirement no. 23: Piling and
EN010103-001982-NZT DCO 8.3 - STDC SoCG - August 2022(D5) - Clean.pdf:52: 49 Stockpiling of Spoil from the construction of the CO2 Export STDC’s relevant representation questioned the Agreed
EN010103-001982-NZT DCO 8.3 - STDC SoCG - August 2022(D5) - Clean.pdf:52: without significant stockpiling being required.
EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf:6:refer to relevant guidance on piling through contaminated land. We would expect
EN010103-002050-NZT DCO 3.2 - Statement of Reasons (Tracked) August 2022 (D6).pdf:29: o tunnelling, boring, piling and drilling works,
EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:3: • Foundations/ piling design will need to be updated following the further
EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:6:Requirements 23 (piling and penetrate foundation designs) and 25 (restoration of
EN010103-001958-Environment Agency - Comments on any other information submitted at Deadline 4.pdf:9: • Foundations/ piling design will need to be updated following the further
EN010103-001824-Orsted Hornsea Project Four Limited - Comments on the Applicants’ dDCO.pdf:24:piling and other activities will be significant. However, that phase of a wind farm is relatively short (1-2 years) and it
EN010103-001861-9.14 - Assessment against North East Marine Plan - June 2022(D3).pdf:29: Marine Noise Registry as per any currently agreed established noise registry to determine baselines, levels of Development to include the use of lower noise piling instead of
EN010103-001861-9.14 - Assessment against North East Marine Plan - June 2022(D3).pdf:29: requirements. Public authorities must take impulsive sound and management options through the recording driven piling techniques.
EN010103-001304-NZT DCO - Notification of Proposed Changes - Document -Final - 18.02.22.pdf:20: will reduce the volume of spoil requiring stockpiling and disposal,
EN010103-001304-NZT DCO - Notification of Proposed Changes - Document -Final - 18.02.22.pdf:20: reduced quantity of spoil requiring stockpiling. Removal of the new
EN010103-001304-NZT DCO - Notification of Proposed Changes - Document -Final - 18.02.22.pdf:22: of spoil requiring stockpiling and disposal, reducing HGV movements and
EN010103-001304-NZT DCO - Notification of Proposed Changes - Document -Final - 18.02.22.pdf:22: the reduced quantity of spoil requiring stockpiling. Use of the existing
EN010103-002308-Environment Agency - Comments on any other information submitted at Deadline 8.pdf:2:testing would inform the piling risk assessment.
EN010103-000906-NZT DCO 6.2.22 ES Vol I Chapter 22 Major Accidents and Natural Disasters.pdf:39: would be during the remediation phase, early construction and piling,
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:5: including but not limited to sheet piling, piling, use of impact wrenches,
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:12: • Minimising duration of stockpiling of topsoil or spoil during pipeline
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:22: • Should the ground investigation prove the need for piling or soil
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:26: • Piling design and construction works would be completed following
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:26: the preparation of a piling risk assessment, completed in accordance
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:26: with the Environment Agency’s ‘Piling and Penetrative Ground
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:26: on Pollution Prevention’. A piling and penetrative foundation design
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:26: 2.1). Low noise piling techniques will be adopted where reasonably
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:28: • Use of rotary bored rather the driven piling techniques (if required),
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:37: • The standard JNCC mitigation measures for explosives, piling and
EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf:37: marine environment (i.e. piling) shall not be undertaken at night; and
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:43: (n) tunnelling, boring, piling and drilling works and management of arisings,
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:54:Piling and penetrative foundation design
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:54:commence, save for the permitted preliminary works, until a written piling and penetrative
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:54:the piling mitigation measures in paragraph 10.8 of Chapter 10 of the environmental statement and
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:55: (2) All piling and penetrative foundation works must be carried out in accordance with the
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:89: 19.—(1) Vibratory or drilled ‘pin’ piling must be used as standard, with percussive piling only
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:89:vibratory or drilled ‘pin’ piling would be ineffective. If percussive piling is necessary, soft-start
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:89: (3) Should piling cease for a period greater than 10 minutes, then the soft start procedure must
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:102: 19.—(1) Vibratory or drilled ‘pin’ piling must be used as standard, with percussive piling only
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:102:vibratory or drilled ‘pin’ piling would be ineffective. If percussive piling is necessary, soft-start
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:102: (3) Should piling cease for a period greater than 10 minutes, then the soft start procedure must
EN010103-001996-NZT DCO 2.1 - Draft DCO - August 2022(D5).pdf:131: (d) piling, undertaking of a 3D seismic survey or the sinking boreholes within 30 metres of
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:49:or piling required directly beneath the Redcar Mudstone WFD Mudstone & Redcar
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:75: • Should the GI prove the need for piling or soil mixing to take place, the
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:75: Secondary ‘A’ or ‘B’ bedrock Aquifers. If piling is required, low noise piling
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:75: • Either piling or pin drilling to secure the outfall head;
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:79: of which would involve a flood and sink exercise, potential piling or pin drilling
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:86: that may open or modify potential pollutant linkages (e.g. from piling
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:86:9.7.92 The need for piling works will be assessed. Any piling works required would
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:86: be planned in accordance with best practice guidance ‘Piling and Penetrative
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:86: Any piling operations required would be subject to a works risk assessment
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:86: measures to be detailed in piling method statements. Similarly, a drilling fluid
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:110:Body Status Mine assessment and Remediation Strategy. Any piling
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:110: measures to be detailed in piling method statements.
EN010103-002423-NZT DCO - 6.4.11 ES Vol III Appendix 9C WFD Assessment - Oct 2022 (D11) (Clean).pdf:116: Environment Agency (2001). ‘Piling and Penetrative Ground Improvement
EN010103-001182-NZT EL (4).pdf:10: 6.3.53 ES Vol II Figure 11-2 PCC Site Piling Construction Phase
EN010103-001182-NZT EL (4).pdf:23: Site Piling Construction Phase - Oct 2021 Rev.2.0 - Accepted at
EN010103-001182-NZT EL (4).pdf:29: 6.3.53 Rev 3 ES Addendum Vol II Figure 11-2 PCC Site Piling
EN010103-001182-NZT EL (4).pdf:69: Piling Construction Phase August 2022
EN010103-001182-NZT EL (4).pdf:94: Piling Construction Phase
EN010103-002054-NZT DCO 5.5 Electricity Grid Connection Statement (Clean) August 2022 (D6).pdf:13: soils stockpiling;
EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:35: Programme anticipates that piling will be needed for the main foundations of the
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:46: porpoise population numbers. At that point the standard JNCC mitigation for piling
EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:56: highlighted that the LAeq arising from sheet piling would be likely to disturb the
EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:56: sheet piling has been omitted and it has been confirmed that bored piling will be
EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:56: used at the PCC Site rather than driven piling, such that the PEIR modelling required
EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:57:6.1.7 Construction period bored piling at the PCC Site will lead to a LAeq of approx. 65 -
EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:58:6.1.10 Since there is no percussive element to the works (unlike with impact piling) only
EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:114: a. Paragraphs 6.1.7 (bored piling at the PCC Site) and 6.1.11 (HDD for CO2 export pipeline) discuss potential noise impacts on the Teesmouth and Cleveland
EN010103-002257-NZT DCO - 5.13 - HRA (Clean) - Sept 2022(D8).pdf:114: Development during piling for the CO2 export pipeline. Only a small section of the SPA / Ramsar would fall within this zone (approximately 5ha), the entire
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:43: (n) tunnelling, boring, piling and drilling works and management of arisings,
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:54:Piling and penetrative foundation design
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:54:commence, save for the permitted preliminary works, until a written piling and penetrative
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:54:the piling mitigation measures in paragraph 10.8 of Chapter 10 of the environmental statement and
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:54: (2) All piling and penetrative foundation works must be carried out in accordance with the
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:89: 19.—(1) Vibratory or drilled ‘pin’ piling must be used as standard, with percussive piling only
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:89:drilled ‘pin’ piling would be ineffective. If percussive piling is necessary, soft-start procedures must
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:89: (3) Should piling cease for a period greater than 10 minutes, then the soft start procedure must be
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:102: 19.—(1) Vibratory or drilled ‘pin’ piling must be used as standard, with percussive piling only
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:102:drilled ‘pin’ piling would be ineffective. If percussive piling is necessary, soft-start procedures must
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:102: (3) Should piling cease for a period greater than 10 minutes, then the soft start procedure must be
EN010103-001997-NZT DCO 2.1 - Draft DCO (Comparison with July 2022) - August 2022(D5).pdf:131: (d) piling, undertaking of a 3D seismic survey or the sinking boreholes within 30 metres of the
EN010103-002512-NZT DCO 8.6 - Natural England SoCG - Final (signed) - Nov 2022 (D12).pdf:10: • Noise impact on bird thresholds to be evauated. Piling
EN010103-002512-NZT DCO 8.6 - Natural England SoCG - Final (signed) - Nov 2022 (D12).pdf:15: measures, to be secured through Requirement 23 (Piling and
EN010103-002512-NZT DCO 8.6 - Natural England SoCG - Final (signed) - Nov 2022 (D12).pdf:15: adequately secures the control of construction piling (with
EN010103-002512-NZT DCO 8.6 - Natural England SoCG - Final (signed) - Nov 2022 (D12).pdf:16: preliminary works, until a written piling and penetrative
EN010103-002512-NZT DCO 8.6 - Natural England SoCG - Final (signed) - Nov 2022 (D12).pdf:16: (2) All piling and penetrative foundation works must be carried
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:44: (n) tunnelling, boring, piling and drilling works and management of arisings,
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:56:Piling and penetrative foundation design
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:56:commence, save for the permitted preliminary works, until a written piling and penetrative
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:56:the piling mitigation measures in paragraph 10.8 of Chapter 10 of the environmental statement and
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:56: (2) All piling and penetrative foundation works must be carried out in accordance with the
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:96: 20.—(1) Vibratory or drilled ‘pin’ piling must be used as standard, with percussive piling only
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:96:information, that vibratory or drilled ‘pin’ piling would be ineffective.
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:96: (2) Where percussive piling is established to be necessary in accordance with sub-paragraph
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:96: © should piling cease for a period greater than 10 minutes, then the soft start procedure
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:108: 20.—(1) Vibratory or drilled ‘pin’ piling must be used as standard, with percussive piling only
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:108:information, that vibratory or drilled ‘pin’ piling would be ineffective.
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:108: (2) Where percussive piling is established to be necessary in accordance with sub-paragraph
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:108: © should piling cease for a period greater than 10 minutes, then the soft start procedure
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:144: (d) piling, undertaking of a 3D seismic survey or the sinking boreholes within 30 metres of
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:171:(b) details of methods and locations of any piling proposed to be undertaken under paragraph
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:173: 195.—(1) All piling within 1.5 metres of the centreline of a pipeline must be non-percussive.
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:173: (2) Where piling is required within 50 metres of the centreline of a pipeline or which could have
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:173:proposed method for and location of the piling must be provided to SABIC for approval in
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:176: © responding to the consultation on piling under paragraph 195;
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:211: (b) details of methods and locations of any piling proposed to be undertaken under paragraph
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:213: 312.—(1) All piling within 1.5 metres of the centreline of a pipeline must be non-percussive.
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:213: (2) Where piling is required within 50 metres of the centreline of a pipeline or which could have
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:213:proposed method for and location of the piling must be provided to HPU for approval in
EN010103-002525-NZT DCO 2.1 - Final draft DCO (Clean) - Nov 2022 (D12).pdf:216: © responding to the consultation on piling under paragraph 312;
EN010103-002250-NZT DCO 1.2 - Application Guide - Sept 2022(D8).pdf:24: 6.3.53 Figure 11.2: PCC Site Piling -
EN010103-001150-NZT DCO 6.4.48 ES Vol III Appendix 24C Statement of Combined Effects.pdf:18: • use of rotary bored rather the driven piling techniques (if required), where possible;
EN010103-001150-NZT DCO 6.4.48 ES Vol III Appendix 24C Statement of Combined Effects.pdf:21: • the standard JNCC mitigation measures for explosives, piling and geophysical surveys
EN010103-001150-NZT DCO 6.4.48 ES Vol III Appendix 24C Statement of Combined Effects.pdf:21: piling) shall not be undertaken at night; and
EN010103-001150-NZT DCO 6.4.48 ES Vol III Appendix 24C Statement of Combined Effects.pdf:26: movements, piling and drilling; developed. A preliminary list of likely mitigation to be employed has been developed based on the
EN010103-001150-NZT DCO 6.4.48 ES Vol III Appendix 24C Statement of Combined Effects.pdf:36: in the marine environment as a result of small scale piling activities (e.g. pin
EN010103-001150-NZT DCO 6.4.48 ES Vol III Appendix 24C Statement of Combined Effects.pdf:36: piling for diffuser head installation) and noise from vessels associated with
EN010103-001150-NZT DCO 6.4.48 ES Vol III Appendix 24C Statement of Combined Effects.pdf:44: piling works; and ornithological features of potential effects are: operation (including maintenance) of
EN010103-001150-NZT DCO 6.4.48 ES Vol III Appendix 24C Statement of Combined Effects.pdf:48: equipment, piling and • temporary and/or permanent loss of
EN010103-001150-NZT DCO 6.4.48 ES Vol III Appendix 24C Statement of Combined Effects.pdf:56: pipeline route; and from vessel movements, piling measures. Where possible, the outputs
EN010103-001637-ClientEarth - Written Representations (WRs), including summaries of all WRs exceeding 1500 words.pdf:260: compiling and evaluating statistics relating to the outcomes of the DPA and the CCUS
EN010103-002236-NZT DCO 8.4 - MMO SoCG (Tracked) - Sept 2022(D8).pdf:16: Draft DML Condition 19 (Piling)
EN010103-002236-NZT DCO 8.4 - MMO SoCG (Tracked) - Sept 2022(D8).pdf:18: It is agreed that for piling works, the good practice and design
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
EN010103-002236-NZT DCO 8.4 - MMO SoCG (Tracked) - Sept 2022(D8).pdf:18: mitigation measures for piling shall be adopted during
EN010103-002236-NZT DCO 8.4 - MMO SoCG (Tracked) - Sept 2022(D8).pdf:30: include activities such as piling etc). EW confirmed that we will expand
EN010103-002236-NZT DCO 8.4 - MMO SoCG (Tracked) - Sept 2022(D8).pdf:45: precautionary to include activities such as piling etc). We will expand
EN010103-002236-NZT DCO 8.4 - MMO SoCG (Tracked) - Sept 2022(D8).pdf:58: mitigation; by way of example, for the piling at the intake –
EN010103-002236-NZT DCO 8.4 - MMO SoCG (Tracked) - Sept 2022(D8).pdf:58: with impact piling only being used to achieve design depth.
EN010103-002236-NZT DCO 8.4 - MMO SoCG (Tracked) - Sept 2022(D8).pdf:59: approach to the intake cofferdam piling and mitigation, are
EN010103-002236-NZT DCO 8.4 - MMO SoCG (Tracked) - Sept 2022(D8).pdf:65: piling, providing MMO an opportunity to remove the
EN010103-002236-NZT DCO 8.4 - MMO SoCG (Tracked) - Sept 2022(D8).pdf:141:05 Piling RG showed a figure with the location of potential pin drilling / piling. If piling is
EN010103-002236-NZT DCO 8.4 - MMO SoCG (Tracked) - Sept 2022(D8).pdf:141: required, it will consist of non-impact piling methods and will occur in Tees
EN010103-002236-NZT DCO 8.4 - MMO SoCG (Tracked) - Sept 2022(D8).pdf:141: IC stated that the requirement for pin piling will be decided as part of the
EN010103-002236-NZT DCO 8.4 - MMO SoCG (Tracked) - Sept 2022(D8).pdf:141:08 Cumulative Effects RG reiterated that project activities such as piling and dredging were small in MMO to review
EN010103-001182-NZT EL (1).pdf:10: 6.3.53 ES Vol II Figure 11-2 PCC Site Piling Construction Phase
EN010103-001182-NZT EL (1).pdf:23: Site Piling Construction Phase - Oct 2021 Rev.2.0 - Accepted at
EN010103-001182-NZT EL (1).pdf:29: 6.3.53 Rev 3 ES Addendum Vol II Figure 11-2 PCC Site Piling
EN010103-001182-NZT EL (1).pdf:69: Piling Construction Phase August 2022
EN010103-001182-NZT EL (1).pdf:94: Piling Construction Phase
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:35: Construction Programme anticipates that piling will be needed for the main
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:35: conditions. It has been confirmed that bored piling is recommended for installing all
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:46: population numbers. At that point the standard JNCC mitigation for piling and
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:57: highlighted that the LAeq arising from sheet piling would be likely to disturb the
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:57: sheet piling has been omitted and it has been confirmed that bored piling will be
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:57: used at the PCC Site rather than driven piling, such that the PEIR modelling required
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:58:6.1.7 Construction period bored piling at the PCC Site will lead to a LAeq of approx. 65 -
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:59:6.1.10 Since there is no percussive element to the works (unlike with impact piling) only
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:116: a. Paragraphs 6.1.7 (bored piling at the PCC Site), 6.1.11 (HDD for CO2 export pipeline) and 6.1.15 (CO2 gathering network) discuss potential noise impacts
EN010103-002057-NZT DCO 5.13 - Habitats Regulations Assessment Report (Tracked) August 2022 (D6).pdf:116: northern edge of the Proposed Development during piling for the CO 2 export pipeline. Only a small section of the SPA / Ramsar would fall within this zone
EN010103-001472-NZT DCO 2.1 - Draft DCO - Apr 2022.pdf:39: (n) tunnelling, boring, piling and drilling works and management of arisings,
EN010103-001472-NZT DCO 2.1 - Draft DCO - Apr 2022.pdf:49:Piling and penetrative foundation design
EN010103-001472-NZT DCO 2.1 - Draft DCO - Apr 2022.pdf:49:commence, save for the permitted preliminary works, until a written piling and penetrative
EN010103-001472-NZT DCO 2.1 - Draft DCO - Apr 2022.pdf:49: (2) All piling and penetrative foundation works must be carried out in accordance with the
EN010103-001472-NZT DCO 2.1 - Draft DCO - Apr 2022.pdf:83: 19.—(1) Vibratory or drilled ‘pin’ piling must be used as standard, with percussive piling only
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: (3) Should piling cease for a period greater than 10 minutes, then the soft start procedure must
EN010103-001472-NZT DCO 2.1 - Draft DCO - Apr 2022.pdf:94: 19.—(1) Vibratory or drilled ‘pin’ piling must be used as standard, with percussive piling only
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: (3) Should piling cease for a period greater than 10 minutes, then the soft start procedure must
EN010103-002175-NZT DCO 1.2 - Application Guide - Sept 2022(D7).pdf:24: 6.3.53 Figure 11.2: PCC Site Piling -
EN010103-002511-NZT DCO 8.3 - STDC SoCG (Tracked) - Nov 2022 (D12).pdf:36: • Requirement no. 23: Piling and
EN010103-002511-NZT DCO 8.3 - STDC SoCG (Tracked) - Nov 2022 (D12).pdf:61: 49 Stockpiling of Spoil from the construction of the CO2 Export STDC’s relevant representation questioned the Agreed
EN010103-002511-NZT DCO 8.3 - STDC SoCG (Tracked) - Nov 2022 (D12).pdf:62: without significant stockpiling being required.
EN010103-002183-NZT DCO 9.32 - Applicants' Comments on Deadline 6 Submissions - Sept 2022(D7).pdf:20: Questions PD-016. Updates were also made to Requirement 23 (Piling and
EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:39: (n) tunnelling, boring, piling and drilling works and management of arisings,
EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:50:Piling and penetrative foundation design
EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:50:commence, save for the permitted preliminary works, until a written piling and penetrative
EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:50:the piling mitigation measures in paragraph 10.8 of Chapter 10 of the environmental statement and
EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:50: (2) All piling and penetrative foundation works must be carried out in accordance with the
EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:86: 19.—(1) Vibratory or drilled ‘pin’ piling must be used as standard, with percussive piling only
EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:86:vibratory or drilled ‘pin’ piling would be ineffective. If percussive piling is necessary, soft-start
EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:86: (3) Should piling cease for a period greater than 10 minutes, then the soft start procedure must
EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:99: 19.—(1) Vibratory or drilled ‘pin’ piling must be used as standard, with percussive piling only
EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:99:vibratory or drilled ‘pin’ piling would be ineffective. If percussive piling is necessary, soft-start
EN010103-001793-NZT DCO 2.1 - Draft DCO (Comparison with April 2022) - June 2022.pdf:99: (3) Should piling cease for a period greater than 10 minutes, then the soft start procedure must
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:13: central stockpiling area. SSI2A comprises of two areas of land. One area
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:21: potential UXO prior to subsequent piling. Arcadis suggested that this
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:214: obstructions on site – consideration may be given to probing ahead of piling
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:214:10.10.33 The possible presence of unexploded ordnance (UXO) will also impact piling
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:247: Auger (CFA) piling may be particularly sensitive to hydrocarbon
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:258: Plan. Selection of the appropriate piling techniques and requirements for
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:262: piling techniques as alternative to contiguous
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:263:foundation limestone and / or ironstone within Damage to piling equipment (e.g. Adequate design for the ground conditions
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:263: Mudstone Formation underlies the Consider use of rotary or ODEX piling
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:281: bedrock for piling.
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:281: bedrock for piling.
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:282: Sonic 20+15 gas/groundwater bedrock for piling. Track which
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:282: bedrock for piling.
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:282: bedrock for piling.
EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf:283: bedrock for piling.
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:71: • Either piling or pin drilling to secure the outfall head;
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:79: and sink exercise, potential piling or pin drilling and installation of rock armour
EN010103-000895-NZT DCO 6.2.9 ES Vol I Chapter 9 Surface Water, Flood Risk and Water Resources.pdf:82: construction phase and avoiding stockpiling material on floodplains). As such,
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:21:EA, Scoping Opinion pg. 75, Piling Potential temporal restrictions to piling are
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:21:restrictions: Temporal restrictions may be acknowledged, although piling will no longer take
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:23:MMO, Stage II Response pg. 6, Fisheries Piling will no longer take place in the River Tees;
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:23:as temporal restrictions on piling to avoid key scope of the draft DML have been undertaken
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:24: underwater noise from piling within the Tees
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:24: Estuary. Piling will no longer take place in the
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:26:mitigation for activities such as piling adjacent to extent of any underwater noise impacts arising
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:26: The nature of piling close to or within the
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:27: campaign of pin piling may be required to secure
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:27: Piling will no longer take place in the River Tees;
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:62: piling, the observed impact is often minimal, and in some instances, there is
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:62: (MBES) and impact piling or continuous in nature such as that from vessel
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:66: including impulsive sound sources such as seismic guns, impact piling and
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: developments. This is from piling activities and noise from vessels associated
EN010103-000900-NZT DCO 6.2.14 ES Vol I Chapter 14 Marine Ecology and Nature Conservation.pdf:121: investigation into the effects of underwater piling noise on salmonids. The
EN010103-000917-NZT DCO 6.2.24 ES Vol I Chapter 24 Cumulative and Combined Effects.pdf:45: unlikely to require piling. It is assumed that piling risk associated with the
EN010103-000917-NZT DCO 6.2.24 ES Vol I Chapter 24 Cumulative and Combined Effects.pdf:45: development. It is assumed that this will contain a piling risk assessment.
EN010103-000917-NZT DCO 6.2.24 ES Vol I Chapter 24 Cumulative and Combined Effects.pdf:74: in the marine environment as a result of piling activities and noise from
EN010103-001103-NZT DCO 6.4.16 ES Vol III Appendix 11A Construction Noise Assessment Methodol.pdf:3: ─ piling and foundation works;
EN010103-001103-NZT DCO 6.4.16 ES Vol III Appendix 11A Construction Noise Assessment Methodol.pdf:4: 5228 Demolition Site Piling and Building and Building and Fit Fit Out Landscaping
EN010103-001103-NZT DCO 6.4.16 ES Vol III Appendix 11A Construction Noise Assessment Methodol.pdf:4:Pre-cast concrete piling 117 100 0 4 0 0 0 0 0
EN010103-001103-NZT DCO 6.4.16 ES Vol III Appendix 11A Construction Noise Assessment Methodol.pdf:5: 5228 Demolition Site Piling and Building and Building and Fit Fit Out Landscaping
EN010103-001103-NZT DCO 6.4.16 ES Vol III Appendix 11A Construction Noise Assessment Methodol.pdf:6: 5228 Demolition Site Piling and Building and Building and Fit Fit Out Landscaping
EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:35: Programme anticipates that piling will be needed for the main foundations of the
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:45: porpoise population numbers. At that point the standard JNCC mitigation for piling
EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:55: highlighted that the LAeq arising from sheet piling would be likely to disturb the
EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:55: sheet piling has been omitted and it has been confirmed that bored piling will be
EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:55: used at the PCC Site rather than driven piling, such that the PEIR modelling required
EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:56:6.1.7 Construction period bored piling at the PCC Site will lead to a LAeq of approx. 65 -
EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:57:6.1.10 Since there is no percussive element to the works (unlike with impact piling) only
EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:117: a. Paragraphs 6.1.7 (bored piling at the PCC Site) and 6.1.9 (HDD for CO2 export pipeline) discuss potential noise impacts on the Teesmouth and Cleveland
EN010103-002508-NZT DCO 7.16 - HRA for Change Request (Clean) - Nov 2022 (D12).pdf:117: Development during piling for the CO2 export pipeline. Only a small section of the SPA / Ramsar would fall within this zone (approximately 5ha), the entire
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:16:leachate into groundwater by creating new pathways. This might occur for example during excavation or piling or
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:27: Can be installed in long lengths: Relatively quiet piling with little or no vibration; A variety of drilling tools can be used to penetrate boulders or other
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:28: they can be economically removed prior to piling or the ground increased cost due to soil treatment and/or disposal offsite.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:32:and probing for obstructions in the Made Ground before piling commences should be considered.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:36:Piling and Penetrative Ground Improvement Methods on Land Affected by Contamination: Guidance on BS EN
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: Expected to be cost effective when compared to other piling techniques.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:47: Cost effective option in comparison to piling. Does not address the potential issues from expansive slag. Ground Investigation.
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:48: Cost effective option in comparison to piling. Does not address the potential issues from expansive slag. Not suitable
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:50: Expected to be cost effective when compared to other piling techniques. - relatively low load carrying (capacity) expected to be generated
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:51: Cost effective option in comparison to piling. Does not address the potential issues from expansive slag. May be suitable for high threat high load structures when used in
EN010103-001771-NZT DCO 9.8 - Appendix GH.1.2 Foundations Options Report - June 2022.pdf:51: Cost effective option in comparison to piling. Does not address the potential issues from expansive slag. Not suitable
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:12:ES Chapters 5 - Construction Programme and The piling method will be designed to reduce the risk 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:12:Management, 11 - Noise and Vibration, 14 - Marine of disturbance to birds, marine ecology, or other noise 23: Piling and penetrative foundation design
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:15:ES Chapters 5 - Construction Programme and Piling design and construction works would be 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:15:Management, ES Appendix 5A – Framework CEMP completed following the preparation of a piling risk 23: Piling and penetrative foundation design
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:15: Environment Agency’s ‘Piling and Penetrative Ground
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:15: piling and penetrative foundation design method
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:30:ES Chapter 10 - Geology, Hydrogeology and The need for piling works for construction of the PCC 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:30:Contaminated Land, ES Appendix 9C - WFD will be assessed in the Foundation Options Study. Any 23: Piling and penetrative foundation design
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:30:Assessment piling works needed will be planned in accordance with
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:30: best practice guidance ‘Piling and Penetrative Ground
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:30: Report NC/99/73. Piling operations would be subject to
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:30: measures detailed in piling method statements. The
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:31: piling method will be designed to not cause
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:31: levels are identified by the GI and piling is required,
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:31: bedrock. All Piling Activities will be carried out under
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:31: an appropriate Piling Risk Assessment including
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:31: groundwater monitoring. If piling is required, low noise
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:31: piling techniques will be adopted where practicable.
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:69:ES Appendix 5A – Framework CEMP Use of rotary bored piling will be used rather than 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:69: driven piling techniques 23: Piling and Penetrative Foundation Design
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:73: explosives, piling and geophysical surveys (JNCC,
EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf:74: within the marine environment (i.e. piling) shall not
EN010103-001134-NZT DCO 6.4.45 ES Vol III Appendix 20B- Navigational Risk Assessment Part 1.pdf:16: • A short campaign of either piling or pin drilling to secure the outfall head;
EN010103-002507-NZT DCO 7.15.2 - Third ES Addendum Volume II (Figures) - Nov 2022 (D12).pdf:4:Figure 11.2 PCC Site Piling Construction Phase
EN010103-001332-NZT DCO 7.8.1 - Environmental Statement Addendum - Volume I - Apr 2022.pdf:9: remove the need for stockpiling and disposal of excavated spoil associated
EN010103-001332-NZT DCO 7.8.1 - Environmental Statement Addendum - Volume I - Apr 2022.pdf:18: construction of the MOC will require stockpiling of soil/made ground and
EN010103-001332-NZT DCO 7.8.1 - Environmental Statement Addendum - Volume I - Apr 2022.pdf:18: stripping and stockpiling of soil/made excavation to approximately 1 m below
EN010103-002438-South Tees Development Corporation - Other- STDC’s Final Summary of Outstanding Objections and Closing Submissions.pdf:6: 3.7.11 Requirement no. 23 – Piling and penetrative foundation design
EN010103-000909-NZT DCO 6.2.17 ES Vol I Chapter 17 Landscape and Visual Amenity.pdf:30: • temporary stockpiling of storage of materials on site;
EN010103-001912-NZT DCO 9.17 - Hydrogeological Impact Assessment July 2022 (D4).pdf:40: PCC Site. A Piling Risk Assessment should be undertaken in advance of construction
EN010103-002104-NZT DCO 6.3.53 - ES Vol II Figure 11-2 PCC Site Piling Construction Phase August 2022 (D6).pdf:1: Piling LAeq, T Contour (dB)
EN010103-002104-NZT DCO 6.3.53 - ES Vol II Figure 11-2 PCC Site Piling Construction Phase August 2022 (D6).pdf:1: PCC SITE CONSTRUCTION PILING LAeq, T
EN010103-002636-NZT DCO 8.5 - EA SoCG - Final (signed) - Oct 2022 (D13).pdf:10: Mitigation including piling restrictions.
EN010103-001576-NZT DCO 9.3 - Written Summary ISH2 - May 2022.pdf:23: plan’; 20 ‘Construction hours’; 21 ‘Control of noise and vibration – construction’; 23 ‘Piling
EN010103-001956-c 16 May 2022.pdf:33: restriction of piling within the DML and request that the final incorporated.
EN010082-000012-Scoping Opinion.pdf:19: construction methods, (eg piling) and activities (eg demolition)
EN010082-000012-Scoping Opinion.pdf:51: know-how) encountered by the applicant in compiling the required
EN010082-000012-Scoping Opinion.pdf:58: compiling the required information.
EN010082-000012-Scoping Opinion.pdf:87: the applicant in compiling the required information.
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
EN010082-000377-2.1 - Tees CCPP - Draft DCO with proposed change - tracked Rev 2.pdf:16: must require impact piling to be limited to the following times—
EN010082-000377-2.1 - Tees CCPP - Draft DCO with proposed change - tracked Rev 2.pdf:17: (iii) no impact piling on Sunday or Bank Holidays
EN010082-000377-2.1 - Tees CCPP - Draft DCO with proposed change - tracked Rev 2.pdf:17: unless such impact piling is required because of an emergency;
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:10: Chapter minimised through appropriate design of pilings. plan (‘CEMP’)
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:10: 6, Section Planning and preparing for piling works will follow
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:10: “Piling and Penetrative Ground Improvement Methods
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:13: excavations and soil handling, such as stockpiling
EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf:21: Chapter through appropriate decommissioning of pilings.
EN010082-000379-6.2.5 - Tees CCPP - ES Chapter 5 Project Description - tracked Rev 2 with figures.pdf:10: such as piling adjacent to an installed and operational CCGT.
EN010082-000654-TEES Final Recommendation Report and Errata.pdf:56: considerations such as foundation piling on the site, if for example; final
EN010082-000654-TEES Final Recommendation Report and Errata.pdf:77: basis that any piling would be undertaken over 500m from the nearest
EN010082-000654-TEES Final Recommendation Report and Errata.pdf:77: significant effects APP-050. It is also noted that any piling would be
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
EN010082-000654-TEES Final Recommendation Report and Errata.pdf:175: must require impact piling to be limited to the following times unless such impact piling
EN010082-000654-TEES Final Recommendation Report and Errata.pdf:175: (iii) no impact piling on Sunday or public holidays;
EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:25: x impact piling to be restricted to the following times x agreement with an
EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:26: 09:00 to 18:00, Saturday 09:00 to 13:00, no impact piling frequency of
EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:32: will be minimised through appropriate design of pilings. Planning and preparing for piling
EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:33: construction activities will be undertaken in reference to EA guidance, specifically “Piling
EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:33: generation during excavations and soil handling, such as stockpiling soil away from
EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:38: construction noise and piling risk assessment. These plans and procedures will
EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:41:Dust generating activities, such as open stockpiling, will be minimised.
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:42: excavation works, piling, dewatering of pits, construction traffic movement,
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:44: deep excavations, foundation work such as piling, stockpiling of soils and
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:47:stockpiling, contaminants (if contaminants contaminated land during
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:47:stockpiling, contaminants (if run-off to Wilton International site
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:48:stockpiling, nearby surface surface run-off Wilton International site
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:48:stockpiling, contaminants (if the underlying contaminated land during
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:60: trenches), removal of previous foundation works such as piling and building
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:65:stockpiling, contaminants (if from surface procedures to address
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:66:stockpiling, contaminants (if contaminants procedures to address
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:66:stockpiling, contaminants (if by procedures to address
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:71: pilings. Planning and preparing for piling works will follow a separate
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:72: “Piling and Penetrative Ground Improvement Methods on Land Affected by
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:73: soil handling, such as stockpiling soil away from watercourses and
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:76: underlying groundwater through appropriate decommissioning of pilings.
EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf:76: stockpiling soil away from watercourses and undertaking earthworks during
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
EN010082-000496-_CONSENTORDER_40063542(1)_DEADLINE 2_ DCOv2.pdf:16: must require impact piling to be limited to the following times—
EN010082-000496-_CONSENTORDER_40063542(1)_DEADLINE 2_ DCOv2.pdf:16: (iii) no impact piling on Sunday or Bank Holidays
EN010082-000496-_CONSENTORDER_40063542(1)_DEADLINE 2_ DCOv2.pdf:16: unless such impact piling is required because of an emergency;
EN010082-000179-EN010082-6.2.8-ES-Chapter 8-Noise and Vibration-Final-November 2017.pdf:3:8.6 Construction vibration has been scoped out since piling would be over 500 m
EN010082-000179-EN010082-6.2.8-ES-Chapter 8-Noise and Vibration-Final-November 2017.pdf:4: in significant effects. It is also likely that any piling would be completed using
EN010082-000179-EN010082-6.2.8-ES-Chapter 8-Noise and Vibration-Final-November 2017.pdf:13: not expected that sheet piling will be required except to support open
EN010082-000179-EN010082-6.2.8-ES-Chapter 8-Noise and Vibration-Final-November 2017.pdf:13: excavations, but in order to simulate a worst-case situation piling has been
EN010082-000179-EN010082-6.2.8-ES-Chapter 8-Noise and Vibration-Final-November 2017.pdf:13: modelled. For the purposes of this assessment the noise level from piling has
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:13: can be as high as 122 dB(A). Typically piling is not a continuous activity; for
EN010082-000179-EN010082-6.2.8-ES-Chapter 8-Noise and Vibration-Final-November 2017.pdf:14: 08:00 to 18:00 on Saturdays. Piling works will be more restricted and will be
EN010082-000179-EN010082-6.2.8-ES-Chapter 8-Noise and Vibration-Final-November 2017.pdf:28: piling (on the nearest boundary of site) may take place at the same time. This
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:8: • impact piling to be restricted to the
EN010082-000210-EN010082-6.3.20-ES Annex L-CEMP-Final-November 2017.pdf:8: 13:00, no impact piling on Sunday
EN010082-000210-EN010082-6.3.20-ES Annex L-CEMP-Final-November 2017.pdf:14: construction noise and piling risk assessment. These plans and procedures
EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:26: impact piling to be restricted to the following times (unless required in an
EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:26: impact piling on Sunday or Bank Holidays pursuant to requirement no. 13
EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:30: will be minimised through appropriate design of pilings. Planning and preparing for piling
EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:30: construction activities will be undertaken in reference to EA guidance, specifically “Piling
EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:30: generation during excavations and soil handling, such as stockpiling soil away from
EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:35: construction noise and piling risk assessment. These plans and procedures will
EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf:38:Dust generating activities, such as open stockpiling, will be minimised.
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
EN010082-000583-8.63 - Tees CCPP - Draft DCO - Tracked - Version 6.pdf:16: must require impact piling to be limited to the following times—
EN010082-000583-8.63 - Tees CCPP - Draft DCO - Tracked - Version 6.pdf:16: (iii) no impact piling on Sunday or Bank Holidays
EN010082-000583-8.63 - Tees CCPP - Draft DCO - Tracked - Version 6.pdf:16: unless such impact piling is required because of an emergency;
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
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated).pdf:16: must require impact piling to be limited to the following times unless such impact piling
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated).pdf:16: (iii) no impact piling on Sunday or public holidays;
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:9: 6, Section appropriate design of pilings. Planning and (‘CEMP’)
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:9: 6.6.2 preparing for piling works will follow a separate
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:9: specifically “Piling and Penetrative Ground
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:14: such as stockpiling soil away from watercourses during construction
EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf:24: 6, Section decommissioning of pilings.
EN010082-000397-8 6 - Tees CCP - Applicant's Response to ExA's WQs - Deadline 2 - FINAL.pdf:18: downhole seismic testing) and for civil works such as piling and foundations. The definition is wide as the detailed design has not yet
EN010082-000216-EN010082-5.1-Consultation Report-Final-November 2017.pdf:21: account of the guidance set out in PINS Advice Note 14 ‘Compiling the consultation report’. The
EN010082-000216-EN010082-5.1-Consultation Report-Final-November 2017.pdf:22:2.20 As confirmed above, PINS Advice Note 14 ‘Compiling the consultation report’ provides guidance
EN010082-000216-EN010082-5.1-Consultation Report-Final-November 2017.pdf:32: • PINS Advice Note 14 ‘Compiling the consultation report’ (April 2012).
EN010082-000216-EN010082-5.1-Consultation Report-Final-November 2017.pdf:39: • PINS Advice Note 14 ‘Compiling the consultation report’ (April 2012).
EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:25: impact piling to be restricted to the following times
EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:26: 09:00 to 18:00, Saturday 09:00 to 13:00, no impact piling
EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:31: will be minimised through appropriate design of pilings. Planning and preparing for piling
EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:31: construction activities will be undertaken in reference to EA guidance, specifically “Piling
EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:31: generation during excavations and soil handling, such as stockpiling soil away from
EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:37: construction noise and piling risk assessment. These plans and procedures will
EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf:40:Dust generating activities, such as open stockpiling, will be minimised.
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:25: • impact piling to be restricted to the following
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:26: piling on Sunday or Bank Holidays pursuant to
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:33: will be minimised through appropriate design of pilings. Planning and preparing for piling
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:33: construction activities will be undertaken in reference to EA guidance, specifically “Piling
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:33: generation during excavations and soil handling, such as stockpiling soil away from
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:39: construction noise and piling risk assessment. These plans and procedures will
EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf:42:Dust generating activities, such as open stockpiling, will be minimised.
EN010082-000172-EN010082-6.2.1-ES Chapter 1-Introduction-Final-November 2017.pdf:17:deficiencies or lack of know-how) encountered encountered compiling the required would as a matter of course set and modelling methods and evidence
EN010082-000172-EN010082-6.2.1-ES Chapter 1-Introduction-Final-November 2017.pdf:17:by the applicant in compiling the required information and the main uncertainties out the evidence base that it had used.
EN010082-000373-6.2.5 - Tees CCPP - ES Chapter 5 - Project Description - clean Rev 2 with figures.pdf:10: such as piling adjacent to an installed and operational CCGT.
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
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (2).pdf:16: must require impact piling to be limited to the following times unless such impact piling
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (2).pdf:16: (iii) no impact piling on Sunday or public holidays;
EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf:56: considerations such as foundation piling on the site, if for example; final
EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf:77: basis that any piling would be undertaken over 500m from the nearest
EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf:77: significant effects APP-050. It is also noted that any piling would be
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
EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf:175: must require impact piling to be limited to the following times unless such impact piling
EN010082-000654-TEES Final Recommendation Report and Errata (1).pdf:175: (iii) no impact piling on Sunday or public holidays;
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
EN010082-000524-_DOC_150670236(1)_DEADLINE 4_ DCO (Validated).pdf:16: must require impact piling to be limited to the following times—
EN010082-000524-_DOC_150670236(1)_DEADLINE 4_ DCO (Validated).pdf:16: (iii) no impact piling on Sunday or Bank Holidays
EN010082-000524-_DOC_150670236(1)_DEADLINE 4_ DCO (Validated).pdf:16: unless such impact piling is required because of an emergency;
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
EN010082-000369-2.1 - Tees CCPP - Draft DCO with proposed change - clean Rev 2.pdf:16: must require impact piling to be limited to the following times—
EN010082-000369-2.1 - Tees CCPP - Draft DCO with proposed change - clean Rev 2.pdf:17: (iii) no impact piling on Sunday or Bank Holidays
EN010082-000369-2.1 - Tees CCPP - Draft DCO with proposed change - clean Rev 2.pdf:17: unless such impact piling is required because of an emergency;
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,
EN010082-000497-_DOC_40064625(1)_DEADLINE 2_ DCO showing changes.pdf:17: which must require impact piling to be limited to the following times—
EN010082-000497-_DOC_40064625(1)_DEADLINE 2_ DCO showing changes.pdf:17: (iii) no impact piling on Sunday or Bank Holidays
EN010082-000497-_DOC_40064625(1)_DEADLINE 2_ DCO showing changes.pdf:17: unless such impact piling is required because of an emergency;
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
EN010082-000589-2.1 - Tees CCPP - Draft Development Consent Order – Final (Version 7).pdf:16: must require impact piling to be limited to the following times unless such impact piling
EN010082-000589-2.1 - Tees CCPP - Draft Development Consent Order – Final (Version 7).pdf:16: (iii) no impact piling on Sunday or public holidays;
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
EN010082-000554-8.51 - Draft DCO - Clean (v5).pdf:16: must require impact piling to be limited to the following times—
EN010082-000554-8.51 - Draft DCO - Clean (v5).pdf:16: (iii) no impact piling on Sunday or Bank Holidays
EN010082-000554-8.51 - Draft DCO - Clean (v5).pdf:16: unless such impact piling is required because of an emergency;
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
EN010082-000144-EN010082-2.1-Draft Development Consent Order-Final-November 2017.pdf:15:(iii) no impact piling on Sunday or Bank Holidays
EN010082-000144-EN010082-2.1-Draft Development Consent Order-Final-November 2017.pdf:16:unless such impact piling is required because of an emergency;
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
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (3).pdf:16: must require impact piling to be limited to the following times unless such impact piling
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (3).pdf:16: (iii) no impact piling on Sunday or public holidays;
EN010082-000517-8.43 - Tees CCPP - Written Summary of Oral Case - Env Matters ISH - FINAL - 05.07.18.pdf:11: foundation piling at the Site, which subject to geotechnical surveys could require the repositioning of the
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
EN010082-000537-8.47 - Tees CCPP - Draft DCO - Clean (v4).pdf:16: must require impact piling to be limited to the following times—
EN010082-000537-8.47 - Tees CCPP - Draft DCO - Clean (v4).pdf:16: (iii) no impact piling on Sunday or Bank Holidays
EN010082-000537-8.47 - Tees CCPP - Draft DCO - Clean (v4).pdf:16: unless such impact piling is required because of an emergency;
EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:25: impact piling to be restricted to the following times noisy conditions;
EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:26: 09:00 to 18:00, Saturday 09:00 to 13:00, no impact piling agreement with an
EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:32: will be minimised through appropriate design of pilings. Planning and preparing for piling
EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:33: construction activities will be undertaken in reference to EA guidance, specifically “Piling
EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:33: generation during excavations and soil handling, such as stockpiling soil away from
EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:38: construction noise and piling risk assessment. These plans and procedures will
EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf:41:Dust generating activities, such as open stockpiling, will be minimised.
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
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (1).pdf:16: must require impact piling to be limited to the following times unless such impact piling
EN010082-000650-The Tees Combined Cycle Power Plant Order 2019 (Final) (Validated) (1).pdf:16: (iii) no impact piling on Sunday or public holidays;
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
EN010082-000594-8.69 - Draft Development Consent Order - Tracked (Version 7).pdf:16: require impact piling to be limited to the following times *unless such impact piling is
EN010082-000594-8.69 - Draft Development Consent Order - Tracked (Version 7).pdf:16: (iii) no impact piling on Sunday or Bank Holidayspublic holidays;
EN010082-000594-8.69 - Draft Development Consent Order - Tracked (Version 7).pdf:16: *unless such impact piling is required because of an emergency*;
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
EN010082-000538-8.48 - Tees CCPP - Draft DCO - Tracked (v4).pdf:16: must require impact piling to be limited to the following times—
EN010082-000538-8.48 - Tees CCPP - Draft DCO - Tracked (v4).pdf:16: (iii) no impact piling on Sunday or Bank Holidays
EN010082-000538-8.48 - Tees CCPP - Draft DCO - Tracked (v4).pdf:16: unless such impact piling is required because of an emergency;
EN010082-000182-EN010082-6.2.11-ES_Chapter 11-Land and Visual Amenity-Final-November 2017.pdf:3: of construction plant, including piling machinery and tall cranes. Once
EN010082-000290-EN010082-6.2.11-ES_Chapter 11-Land and Visual Amenity-Rev 2 -January 2018.pdf:3: of construction plant, including piling machinery and tall cranes. Once
EN010082-000381-6.2.11 - Tees CCPP - ES Chapter 11 LVIA - tracked Rev 3 with figures.pdf:2: of construction plant, including piling machinery and tall cranes. Once
EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:25: impact piling to be restricted to the following times
EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:26: 09:00 to 18:00, Saturday 09:00 to 13:00, no impact piling
EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:31: will be minimised through appropriate design of pilings. Planning and preparing for piling
EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:31: construction activities will be undertaken in reference to EA guidance, specifically “Piling
EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:31: generation during excavations and soil handling, such as stockpiling soil away from
EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:37: construction noise and piling risk assessment. These plans and procedures will
EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf:40:Dust generating activities, such as open stockpiling, will be minimised.
EN010082-000375-6.2.11 - Tees CCPP - ES Chapter 11 - LVIA - clean Rev 3 with figures.pdf:2: of construction plant, including piling machinery and tall cranes. Once
EN010082-000192-EN010082-6.3.2-ES Annex B-Scoping Opinion-Final-November 2017.pdf:21: construction methods, (eg piling) and activities (eg demolition)
EN010082-000192-EN010082-6.3.2-ES Annex B-Scoping Opinion-Final-November 2017.pdf:53: know-how) encountered by the applicant in compiling the required
EN010082-000192-EN010082-6.3.2-ES Annex B-Scoping Opinion-Final-November 2017.pdf:60: compiling the required information.
EN010082-000192-EN010082-6.3.2-ES Annex B-Scoping Opinion-Final-November 2017.pdf:89: the applicant in compiling the required information.
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
EN010082-000519-8.45 - CONSENTORDER_150335454(1)_DEADLINE 4_ DCOv3.pdf:16: must require impact piling to be limited to the following times—
EN010082-000519-8.45 - CONSENTORDER_150335454(1)_DEADLINE 4_ DCOv3.pdf:16: (iii) no impact piling on Sunday or Bank Holidays
EN010082-000519-8.45 - CONSENTORDER_150335454(1)_DEADLINE 4_ DCOv3.pdf:16: unless such impact piling is required because of an emergency;
EN010082-Advice-00001-1-160517_Teesside CCGT.pdf:2:could also seek advice under s51 of PA2008 when compiling their scoping report.
EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:25: impact piling to be restricted to the following times
EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:26: 09:00 to 18:00, Saturday 09:00 to 13:00, no impact piling
EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:31: will be minimised through appropriate design of pilings. Planning and preparing for piling
EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:31: construction activities will be undertaken in reference to EA guidance, specifically “Piling
EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:31: generation during excavations and soil handling, such as stockpiling soil away from
EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:37: construction noise and piling risk assessment. These plans and procedures will
EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf:40:Dust generating activities, such as open stockpiling, will be minimised.
EN010082-Advice-00012-2-TEES - 171013 - Draft Documents review meeting 13 October 2017.pdf:2:and submission of application documents, prior to compiling the application index.
EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf:56: considerations such as foundation piling on the site, if for example; final
EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf:77: basis that any piling would be undertaken over 500m from the nearest
EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf:77: significant effects APP-050. It is also noted that any piling would be
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
EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf:175: must require impact piling to be limited to the following times unless such impact piling
EN010082-000654-TEES Final Recommendation Report and Errata (2).pdf:175: (iii) no impact piling on Sunday or public holidays;
EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf:56: considerations such as foundation piling on the site, if for example; final
EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf:77: basis that any piling would be undertaken over 500m from the nearest
EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf:77: significant effects APP-050. It is also noted that any piling would be
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
EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf:175: must require impact piling to be limited to the following times unless such impact piling
EN010082-000654-TEES Final Recommendation Report and Errata (3).pdf:175: (iii) no impact piling on Sunday or public holidays;
EN010082-000176-EN010082-6.2.5-ES Chapter 5 -Project Description-Final-November 2017.pdf:10: such as piling adjacent to an installed and operational CCGT.
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
EN010082-000553-8.52 - Draft DCO - Tracked (v5).pdf:16: require impact piling to be limited to the following times—
EN010082-000553-8.52 - Draft DCO - Tracked (v5).pdf:16: (iii) no impact piling on Sunday or Bank Holidays
EN010082-000553-8.52 - Draft DCO - Tracked (v5).pdf:16: unless such impact piling is required because of an emergency;
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
EN010082-000582-8.62 - Tees CCPP - Draft DCO - Clean - Version 6.pdf:16: must require impact piling to be limited to the following times—
EN010082-000582-8.62 - Tees CCPP - Draft DCO - Clean - Version 6.pdf:16: (iii) no impact piling on Sunday or Bank Holidays
EN010082-000582-8.62 - Tees CCPP - Draft DCO - Clean - Version 6.pdf:16: unless such impact piling is required because of an emergency;
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:16: • Continuous flight auger piling at the product storage building, locomotive shed and the processing
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:25: shown that the largest impact ranges from impact piling are 2.37km for fish. A precautionary maximum ZOI of 2.5km has, therefore, been used for
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:51: dredging and piling. Potential implications for water levels in Bran Sands lagoon
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:61: piling for the marine terminal), vibration and visual disturbance; and through the release of
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:61: uncontaminated and contaminated sediments during piling or dredging activities. Piling noise
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:78: piling and the potential alteration of coastal processes which could impact on the availability of feeding
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:81: • release of uncontaminated and contaminated sediments during piling / dredging; and,
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:82: dredging, piling, reclamation (for the solid quay only) and revetment installation (for the open quay
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:82: Piling Reclamation / revetment
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:93:10.3.39 Airborne noise modelling has been undertaken to predict the noise levels due to piling; this aspect of
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:93: noted that (to date) the noise assessment has only considered piling for construction of the port
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:93: terminal; piling noise associated with construction of the proposed conveyor is currently being
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:93:10.3.40 The modelled predictions of piling noise emissions for three locations have been extracted from the
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:93: hammer piling):
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:93:10.3.41 The piling works for the terminal are expected to last for an overall duration of 13 weeks for the
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:93: moving away from the source of noise emission) or, in the immediate vicinity of the piling works, birds
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:94: Figure 10.10 Noise contour plot for piling
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:95: piling predicted that audible underwater noise would extend to a maximum distance of 4.9km from the
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:95: noise source (piling at the southern end of the proposed terminal) (Figure 10.11). Piling at the northern
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:95: Figure 10.11 Contour plot showing the predicted unweighted peak-to-peak SPL from impact piling
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:95:10.3.48 Modelling for behavioural response shows that the largest impact ranges from impact piling is 4.9km for
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:95: source (with the exception of a possible avoidance reaction in herring). Piling activities would not
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:96: present a constant noise source as the piling barge would need to be repositioned once activities at a
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:99: that a flight response occurs) beyond the immediate vicinity of the piling works.
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:99: construction works, particularly during piling when some disturbance to waterbirds across the seaward
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
TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:127: construction works for the port terminal (notably piling), although this potential impact could be
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:5:1.1.6 Furthermore, a piling risk assessment is also recommended.
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:28: appropriate piling technique.
TR030002-000469-Section 6 App 6.3 Land Quality Preliminary Risk Assessment.pdf:30: Piling risk assessment
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
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:7: however it is considered that these would not represent an unacceptable risk to surface waters. Piling will be
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:7: the risk of this would be managed through the use of appropriate techniques determined by a piling risk
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:22: and would not represent an unacceptable risk to the surface waters. Whilst piling will be undertaken at the site as part of
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:22: use of appropriate techniques determined by a piling risk assessment
TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf:22: A piling risk assessment should be carried out to ensure potential risks to controlled waters as a result of the piling
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:10: ask for your views on. The tunnel would travel directly under the piling for the bridge. Please
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:10: piling under the bridge.“
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:86: Piling conditions
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:86:agency protocol for minimising the risk of injury to marine mammals from piling noise’ (JNCC,
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:86:search prior to piling operations commencing, the establishment of a mitigation zone (i.e. an area
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:86:break in every 24 hour period where no impact piling is carried out.
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:86: 33. The undertaker must ensure that no piling is to be undertaken for three hours following low
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:86:water, nor during May and that any percussive piling is implemented using a “soft-stat” procedure.
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:106: 15. Piling should not be carried out within 1.5 metres of the pipes without prior consultation with
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:106:the owner of the relevant pipe in the pipeline corridor. All piling are to be undertaken by non-
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:131: Excavating and Piling in proximity of the Hot Metal Railway
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:136:7.0 Excavating and Piling in proximity of the Hot Metal Railway
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:136:The following section describes how excavation and piling associated with the construction of the
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:136:envisaged that there will be no piling or excavations work within the railway boundary. Comment IG14: How defined? Is this the 1.5m
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:136:In general any proposed piling operations or excavations within 1.5m of an asset, will require the asset to paragraph 8 below.
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:137:It is the intention that bored or CFA piling will be used to minimise vibration around pipelines. The
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:137:A trial piling study will be carried out to measure the vibration from various types of piling in these ground
TR030002-000778-151009 TR030002 Tata Steel UK Limited and Others.pdf:137:or obstruct the railway. For instance plant will be slew restricted and jibbed plant such as piling rigs sited
TR030002-000872-York Potash Ltd 1.pdf:3: rate for repetitive activities. The Applicant does not consider that the piling
TR030002-000872-York Potash Ltd 1.pdf:3: meaning of the term. The piling activities are scheduled over a period over multiple
TR030002-000872-York Potash Ltd 1.pdf:23: 2. Piling Activities (Fault tree Ref 1)
TR030002-000872-York Potash Ltd 1.pdf:23:It is assumed an excavation is required at each piling location to provide footings, so piling and
TR030002-000872-York Potash Ltd 1.pdf:23:excavation is carried out, it is highly unlikely there will be an error in the piling location. Hence
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:23:18 piling locations identified, Some piling locations are >12m away from the pipeline, so only those on
TR030002-000872-York Potash Ltd 1.pdf:23:There are 38 piling locations along the northern route where the conveyor is in the vicinity of the
TR030002-000872-York Potash Ltd 1.pdf:23:pipeline, however only 30 piling locations are considered to be adjacent to the pipeline.
TR030002-000872-York Potash Ltd 1.pdf:24:Assume 1 lift per piling location, plus 1 lift per section of conveyor
TR030002-000872-York Potash Ltd 1.pdf:24:120 piling locations identified, plus 60 sections of conveyor so frequency of 180 lifts per year.
TR030002-000872-York Potash Ltd 1.pdf:24:18 piling locations identified, plus 9 sections of conveyor so frequency of 27 lifts per year.
TR030002-000872-York Potash Ltd 1.pdf:24:There are 30 piling locations and 19 sections of conveyor
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:24:considered with the piling.
TR030002-000872-York Potash Ltd 1.pdf:25:Wrong location chosen resulting in piling, excavation work or crane siting on top of the pipeline when
TR030002-000872-York Potash Ltd 1.pdf:25:It is noted that for the northern route there is generally more freedom and space for siting of piling rigs
TR030002-000872-York Potash Ltd 1.pdf:25:southern and northern routes that one has over 100 piling activities in close proximity to the pipeline
TR030002-000872-York Potash Ltd 1.pdf:25:actually moves the excavation / piling location further away from the pipeline. Assume 10% of location
TR030002-000872-York Potash Ltd 1.pdf:25:errors result in the pipeline being exposed to excavation / piling activities
TR030002-000872-York Potash Ltd 1.pdf:25:there are more frequent piling and excavating activities adjacent to the pipeline, they are still
TR030002-000872-York Potash Ltd 1.pdf:26:It is expected that changes to the design of excavations or piling locations will be required as
TR030002-000872-York Potash Ltd 1.pdf:26:northern route will only require 5% of excavations and piling needing to be moved.
TR030002-000872-York Potash Ltd 1.pdf:26:Hence impact from piling: 0.05 full bore rupture, 0.5 minor leak, 0.45 pipeline damaged but no loss of
TR030002-000872-York Potash Ltd 1.pdf:27:If the pipeline is buried and suffers an impact, from a load drop, a crane or piling rig collapse or piling
TR030002-000872-York Potash Ltd 1.pdf:27:night. However it is considered that major activities such as piling, lifting or excavating will take place
TR030002-000872-York Potash Ltd 1.pdf:28:11.1 Excessive vibration during piling (Fault tree Ref 4)
TR030002-000872-York Potash Ltd 1.pdf:28:11.5 Piling Rig and Crane collapse (Fault tree Ref 5, 12 & 14)
TR030002-000872-York Potash Ltd 1.pdf:32: Dominant Cause of FBR excavating or piling excavating or piling excavating or piling
TR030002-000872-York Potash Ltd 1.pdf:33:1. Piling (and associated
TR030002-000872-York Potash Ltd 1.pdf:33: Excavation and subsequent piling Unignited Release (gas
TR030002-000872-York Potash Ltd 1.pdf:33: 3. Poor MoC if piling or excavation
TR030002-000872-York Potash Ltd 1.pdf:33: 5. Piling rig collapse 0.0001
TR030002-000872-York Potash Ltd 1.pdf:35:1. Piling (and associated
TR030002-000872-York Potash Ltd 1.pdf:35: Excavation and subsequent piling Unignited Release (gas
TR030002-000872-York Potash Ltd 1.pdf:35: 3. Poor MoC if piling or excavation
TR030002-000872-York Potash Ltd 1.pdf:35: 5. Piling rig collapse 0.0001
TR030002-000872-York Potash Ltd 1.pdf:37:1. Piling (and associated
TR030002-000872-York Potash Ltd 1.pdf:37: Excavation and subsequent piling Unignited Release (gas
TR030002-000872-York Potash Ltd 1.pdf:37: 3. Poor MoC if piling or excavation
TR030002-000872-York Potash Ltd 1.pdf:37: 5. Piling rig collapse 0.0001
TR030002-000439-ES Section 4 Approach to EIA.pdf:2: x An indication of any difficulties encountered by the applicant in compiling the required
TR030002-000748-Document 8.3 Appendix 5 - Shipping Notes Part 2.pdf:2: Environmental constraints that may introduce piling and deemed to be sufficient programme scope to accommodate
TR030002-000748-Document 8.3 Appendix 5 - Shipping Notes Part 2.pdf:5:3.2 Piling
TR030002-000748-Document 8.3 Appendix 5 - Shipping Notes Part 2.pdf:5:Piling works would be undertaken to provide the foundation for the quay structure. The works would
TR030002-000748-Document 8.3 Appendix 5 - Shipping Notes Part 2.pdf:5:The anticipated programme for the piling works is as follows:
TR030002-000748-Document 8.3 Appendix 5 - Shipping Notes Part 2.pdf:5:Piling Barge
TR030002-000748-Document 8.3 Appendix 5 - Shipping Notes Part 2.pdf:5:Piling Support Barge
TR030002-000748-Document 8.3 Appendix 5 - Shipping Notes Part 2.pdf:10: Piling Barge
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:12: Piling Mobilise piling barge Piling barge 1 1 2
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: Piling Mobilise piling barge Piling barge 1 1 2
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:19: PILING BARGE CRANE BARGE
TR030002-000748-Document 8.3 Appendix 5 - Shipping Notes Part 2.pdf:20: PILING BARGE CRANE BARGE
TR030002-000748-Document 8.3 Appendix 5 - Shipping Notes Part 2.pdf:32: piling (and dredging). Fish and marine mammal movements (breeding season, etc.) may prevent
TR030002-000748-Document 8.3 Appendix 5 - Shipping Notes Part 2.pdf:35: Concurrent operations - on site Concurrent operations due to Dredging, piling, deck construction, No impact on river traffic Project management
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
TR030002-000759-Document 8.3 Applicants Response to Written Representations.pdf:3:noise in shallow, mixed coastal water, and primarily from piling in the coastal conditions around the UK. The model is based on over 50
TR030002-000759-Document 8.3 Applicants Response to Written Representations.pdf:3:sets of data from real world transect measurements obtained from a wide range of piling events; the model parameters are derived from
TR030002-000759-Document 8.3 Applicants Response to Written Representations.pdf:3:a relatively good fit of the measured data” from piling in the Moray Firth.
TR030002-000759-Document 8.3 Applicants Response to Written Representations.pdf:4:With reference to Figure 4.1, this presents the actual outputs from INSPIRE and RAMSGeo along with measured data from a piling scenario
TR030002-000759-Document 8.3 Applicants Response to Written Representations.pdf:4:Unweighted peak-to-peak levels have been presented for both impact piling and dredging scenarios. From these, estimates can be made
TR030002-000759-Document 8.3 Applicants Response to Written Representations.pdf:4:for noise criteria using unweighted levels. The data is given as tables of ranges, as level versus range graphs and, for impact piling as
TR030002-000759-Document 8.3 Applicants Response to Written Representations.pdf:4:In respect of impulsive noise from piling and the criteria for the behavioural effects of noise on marine mammals, work by Brandt et al
TR030002-000759-Document 8.3 Applicants Response to Written Representations.pdf:4:respectively (for impulsive noise, single pulse). Using the unweighted noise modelling for impact piling the impact ranges are predicted
TR030002-000460-Section 3 App 3.1 Waste management.pdf:35: into the reclamation area, with no stockpiling or active dewatering on land. The material would
TR030002-000460-Section 3 App 3.1 Waste management.pdf:35: • Material excavated from above the mean high water springs level as a consequence of piling activity
TR030002-000460-Section 3 App 3.1 Waste management.pdf:36: increase flooding. All stockpiling would be undertaken at a safe distance from watercourses.
TR030002-000460-Section 3 App 3.1 Waste management.pdf:37:5.4.4 This material would be removed from site as soon as possible to reduce stockpiling. The material that
TR030002-000713-Redcar and Cleveland Borough Council (Response to the Examining Authority's First Written Questions).pdf:11:provision for a noise curtain over the quay percussive piling rig, temporary acoustic
TR030002-000713-Redcar and Cleveland Borough Council (Response to the Examining Authority's First Written Questions).pdf:11:barriers placed around the auger piling rigs and site boundary close-boarded
TR030002-000471-Section 7 App 7.1 Benthic and sediment sampling strategy.pdf:3:either piling techniques supporting an open suspended deck structure or construction of a combi-
TR030002-000471-Section 7 App 7.1 Benthic and sediment sampling strategy.pdf:9:the marine works (piling, dredging and the quay construction) and the adjacent areas most likely
TR030002-000412-ExA Second Round Questions.pdf:7:of two piling boats at any one time as sought in representations?
TR030002-000801-Document 6.8B - Governance Tracker.pdf:9: risk of injury to marine mammals for piling noise (JNCC, 2010). This would include checking for marine
TR030002-000801-Document 6.8B - Governance Tracker.pdf:9: mammals prior to piling operations commencing, the establishment of a mitigation zone (i.e. an area
TR030002-000801-Document 6.8B - Governance Tracker.pdf:10: impact piling is carried out. (Requirement 6)
TR030002-000801-Document 6.8B - Governance Tracker.pdf:10:29 Measures to mitigate the direct loss of intertidal and subtidal habitat during dredging, piling and Deemed Marine Licence (Schedule 5)
TR030002-000801-Document 6.8B - Governance Tracker.pdf:10: The use of noise reduction curtain over the hammer piling rig during percussive operations would be
TR030002-000801-Document 6.8B - Governance Tracker.pdf:14:46 No piling would be undertaken for three hours following low water between 1 March and 30 November. Construction Environmental Management Plan
TR030002-000801-Document 6.8B - Governance Tracker.pdf:14: During May, no piling would take place. A minimum of eight hours continuous break in every 24 hour (Requirement 6)
TR030002-000801-Document 6.8B - Governance Tracker.pdf:14: period would be implemented where no impact piling is carried out.
TR030002-000801-Document 6.8B - Governance Tracker.pdf:14: risk of injury to marine mammals for piling noise (JNCC, 2010). This would include checking for marine
TR030002-000801-Document 6.8B - Governance Tracker.pdf:14: mammals prior to piling operations commencing, the establishment of a mitigation zone (i.e. an area
TR030002-000801-Document 6.8B - Governance Tracker.pdf:18: Appropriate use of barriers around static construction equipment, i.e. generators, auger piling
TR030002-000801-Document 6.8B - Governance Tracker.pdf:18: Consideration into the use of noise reduction skirts over the hammer piling rig during
TR030002-000801-Document 6.8B - Governance Tracker.pdf:22: piling along both conveyor route options. Existing buried assets would be exposed by hand in the (Requirement 6) and Draft Order – Protective
TR030002-000801-Document 6.8B - Governance Tracker.pdf:22: areas where piling activities are in close proximity to them, prior to any piling commencing. Provisions
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:55: Piling conditions
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:55:agency protocol for minimising the risk of injury to marine mammals from piling noise’ (JNCC,
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:55:search prior to piling operations commencing, the establishment of a mitigation zone (i.e. an area
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:56:break in every 24 hour period where no impact piling is carried out and shall ensure that no more
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:56:than one vessel is carrying out a piling operation at any one time.
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:56: 34.33. The undertaker must ensure that no piling is to be undertaken for three hours following low
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:56:water, nor during May and that any percussive piling is implemented using a “soft-start” procedure.
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:77: (b) piling within 10m of the cats pipeline;
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:80: © details of methods and locations of any piling proposed to be undertaken under paragraph
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:83: 28.(3) Piling should not be carried out All piling within 1.5 metres of the pipes without prior
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:83:consultation with the owner of the relevant pipe in the pipeline corridor. All piling are to centreline
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:83:all piling within 10 metres of the centreline of the cats pipeline must be non-percussive.
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:83: 14.—(1) Where piling is required within 50 metres of the centreline of a pipeline or which could
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:83:proposed method for and location of the piling must be provided to the owner and operator of the
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:83: (2) Any proposed piling operations within—
TR030002-000895-160113_TR03002_Draft DCO (Comparite with First Draft DCO (Document 4.1)).pdf:88: © responding to the consultation on piling under paragraph 14;
TR030002-000813-Document 6.11A - Outline Ecological Management Plan.pdf:6: conservation agency protocol for minimising the risk of injury to marine mammals from piling noise’.
TR030002-000813-Document 6.11A - Outline Ecological Management Plan.pdf:6: impact piling is carried out.
TR030002-000800-Document 4.2B - Explanatory Memorandum (Clean).pdf:23: vessel carrying out piling at any one time as requested by the MMO; and
TR030002-000470-Section 6 App 6.4 CEMP.pdf:20:22 Adhering to JNCC Guidelines, namely Statutory noise conservation agency protocol for minimising the risk of injury to marine mammals for piling
TR030002-000470-Section 6 App 6.4 CEMP.pdf:20: noise (JNCC, 2010). This would include checking for marine mammals prior to piling operations commencing, the establishment of a mitigation
TR030002-000470-Section 6 App 6.4 CEMP.pdf:20:23 A minimum of eight hours continuous break in every 24 hour period would be implemented where no impact piling is carried out.
TR030002-000470-Section 6 App 6.4 CEMP.pdf:20:26 Measures to mitigate the direct loss of intertidal and subtidal habitat during dredging, piling and reclamation are limited as this would be an
TR030002-000470-Section 6 App 6.4 CEMP.pdf:21: The use of noise reduction curtain over the hammer piling rig during percussive operations would be investigated; this can provide a minimum of
TR030002-000470-Section 6 App 6.4 CEMP.pdf:22:41 No piling would be undertaken for three hours following low water between 1 March and 30 November. During May, no piling would take place.
TR030002-000470-Section 6 App 6.4 CEMP.pdf:22: A minimum of eight hours continuous break in every 24 hour period would be implemented where no impact piling is carried out.
TR030002-000470-Section 6 App 6.4 CEMP.pdf:22:42 Adhering to JNCC Guidelines, namely Statutory noise conservation agency protocol for minimising the risk of injury to marine mammals for piling
TR030002-000470-Section 6 App 6.4 CEMP.pdf:22: noise (JNCC, 2010). This would include checking for marine mammals prior to piling operations commencing, the establishment of a mitigation
TR030002-000470-Section 6 App 6.4 CEMP.pdf:27: Appropriate use of barriers around static construction equipment, i.e. generators, auger piling rigs etc.;
TR030002-000470-Section 6 App 6.4 CEMP.pdf:27: Consideration into the use of noise reduction skirts over the hammer piling rig during percussive operations;
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.
TR030002-000470-Section 6 App 6.4 CEMP.pdf:30: Existing buried assets would be exposed by hand in the areas where piling activities are in close proximity to them, prior to any piling
TR030002-000493-Section 14 App 14.1 Construction vibration calculations.pdf:3: Vibratory Piling
TR030002-000493-Section 14 App 14.1 Construction vibration calculations.pdf:3: Percussive Piling
TR030002-000493-Section 14 App 14.1 Construction vibration calculations.pdf:4: Calculation method for Vibratory and Percussive Piling for steady state and start‐up/run down Calculation method for Tunnelling Noise & Vibratio
TR030002-000493-Section 14 App 14.1 Construction vibration calculations.pdf:4: Vibratory Piling PPV > 15mm/s when dis
TR030002-000493-Section 14 App 14.1 Construction vibration calculations.pdf:4: Percussive Piling
TR030002-000459-ES Section 24 References.pdf:5:minimising the risk of injury to marine mammals from piling noise.
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:31:3.32 The SoS is pleased to note that a piling risk assessment will be
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:33: and construction and operational activities including piling,
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:33: information in the ES regarding the dredging and piling works in
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:34: proposed piling operations. The assessment should also consider
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:37: and vibration impacts associated with the piling and dredging
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:70:Piling
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:70:the Teesmouth and Cleveland Coast SPA and Ramsar sites. On this basis, any proposed piling
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:70:the ES. Winter piling is preferred in safeguarding migratory fish. If however piling is required
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:70:Details of piling operations on land should also be considered as this can also affect migratory
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:70:fish. There may be a need for piling to support the shore side of the berthing pocket due to the
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:71:proposed to undertake a WFD compliance assessment and a piling risk assessment. We agree
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:84: effects of dredging and piling concurrently on marine receptors.
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:91: the applicant in compiling the required information.
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:94: Given the proximity of the identified development site to designated sites, the piling element
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:94: number of piling rigs, hammer energy, etc.) and subsea acoustic modelling used to identify
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:124: of know-how) encountered by the applicant in compiling the
TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:131:compiling the required information.
TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf:3: release of sediments during piling and capital dredging; and,
TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf:15: percussive piling for the port terminal and bored piling techniques for the conveyor.
TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf:15: Vopak foreshore) due to the piling for the construction of the quay. For the construction of the conveyor
TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf:16: or, in the immediate vicinity of the piling works, birds may exhibit a flight response. No significant
TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf:16: 10.3.62 As a worst case, the ES assumed that the piling works would take place over some or all of the winter
TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf:16: 10.3.65 In addition, the proposed use of a noise reduction curtain over the hammer piling rig during percussive
TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf:16: 10.3.66 The effect of the proposed mitigation on piling noise at ecologically sensitive receptors (see Figure
TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf:16: a summary of the calculated pre- and post-mitigation noise levels during percussive piling for the quay
TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf:16: and auger piling for the construction of the conveyor in either the southern or northern corridor.
TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf:17: piling and south conveyor option construction (auger piling)
TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf:18: option construction (auger piling)
TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf:19: approximately 100m from the location of piling for the quay construction and, therefore, there would be
TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf:19: over a longer period of time than noise disturbance, which is only likely to be of significance when piling
TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf:23: the construction works, particularly during piling for the quay construction and conveyor when some
TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf:23: over the hammer piling rig during percussive operations for the quay. Based on the implementation of
TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf:26: Continuous flight auger piling at the product storage building, locomotive shed and the
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:30: overland conveyor (notably piling). This potential impact would be mitigated by the use of acoustic
TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf:78:In addition, the proposed use of a noise reduction curtain over the hammer piling rig during percussive
TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf:97:a noise reduction curtain over the hammer piling rig and controls over artificial lighting. We are not
TR030002-000566-Doc 7.1 Planning Statement.pdf:8: issues arising from dredging and piling have been assessed. Equally,
TR030002-000566-Doc 7.1 Planning Statement.pdf:62: and piling, and subsequently reviewing potential impacts arising from
TR030002-000566-Doc 7.1 Planning Statement.pdf:63: undertake channel dredging, whilst also delivering piling. These
TR030002-000566-Doc 7.1 Planning Statement.pdf:65: (iii) Piling
TR030002-000566-Doc 7.1 Planning Statement.pdf:65: berth pocket and quay where piling is proposed. Other pipelines and
TR030002-000566-Doc 7.1 Planning Statement.pdf:66: resulting from the construction dredging and piling activities. It is noted
TR030002-000566-Doc 7.1 Planning Statement.pdf:66: piling would, at worst, be temporary in nature and would result in an
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:90: asbestos management, piling risk assessment and adoption of the
TR030002-000566-Doc 7.1 Planning Statement.pdf:92: transport and vessels, from machinery and operations such as piling
TR030002-000749-Document 8.3 Appendix 1 - Notes on INSPIRE and NPL Guidelines.pdf:1: piling noise propagation
TR030002-000749-Document 8.3 Appendix 1 - Notes on INSPIRE and NPL Guidelines.pdf:1:the INSPIRE model for projects relating to the use of offshore impact piling.
TR030002-000749-Document 8.3 Appendix 1 - Notes on INSPIRE and NPL Guidelines.pdf:1:piling in the coastal conditions around the UK.
TR030002-000749-Document 8.3 Appendix 1 - Notes on INSPIRE and NPL Guidelines.pdf:2:measurements obtained from a wide range of piling events and this is built into the
TR030002-000749-Document 8.3 Appendix 1 - Notes on INSPIRE and NPL Guidelines.pdf:2:model. It has also been blind tested against data from piling undertaken at the Beatrice
TR030002-000749-Document 8.3 Appendix 1 - Notes on INSPIRE and NPL Guidelines.pdf:2:caused by offshore impact piling, meets the requirements set out by the guidance for
TR030002-000467-Section 6 App 6.1 Land quality investigation meeting note.pdf:5: completion of a Piling Risk Assessment, incorporation of cover layers, etc.)
TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:9: Construction of the new quay and surge bins (piling).
TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:9: Construction of conveyor system (piling and ground preparation).
TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:11: Piling could cause an increased potential for impacts to the status of the water body
TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:20: Direct disturbance to bed associated with piling works, with the potential for increased sediment supply to downstream
TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:20: Decrease in chemical quality of groundwater body due to the ingress of contaminants into the aquifer through piling and
TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:25: Potential for temporary noise impacts associated with piling for the quay wall on fish
TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:28: Piling or excavation during installation could introduce a pathway for
TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:34: contaminants from the piling installation process, excavation required or spillage of vehicle fuels
TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:35:and piling activities such as excavation and piling have the bedrock aquifer, with the possible exception of baseline conditions at the site, potential changes
TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:35:works potential to create pathways for ingress of piling for the port terminal and surge bin are unlikely to be of sufficient significance to
TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:35: elements of the Tees Mercia Mudstone & piling).
TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:35: With regard to the piling, the bedrock aquifer is
TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:35: resource. The effect of piling on flow is likely to be
TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:36: Potential impacts on fish fauna associated with noise generated by piling.
TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:37: continuous break in every 24 hour period where no impact piling is carried out. Additionally, no
TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:37: piling would be undertaken for three hours following low water and during May, no piling is to take
TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:44:Temporary The noise and vibration generated during piling Underwater noise modelling was undertaken in order Given that potential changes are unlikely to be of
TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:44:piling noise on lead to temporary behavioural disturbance of further detail). The modelling results predicted that proposed development is therefore considered to
TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:44: source of the impact piling noise. However, piling
TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:44: repositioning the piling barge) would provide
TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:44: to piling would be reversible once such operations
TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:47: Soft start piling techniques and piling restrictions to be implemented in order to reduce the potential
TR030002-000253-Regulation 24 Transboundary Screening document (5).pdf:3: by the piling and dredging works, but has not identified any
TR030002-000860-151216 TR030002 York Potash Ltd - Document 6.11B - Outline Ecological Management Plan.pdf:7: conservation agency protocol for minimising the risk of injury to marine mammals from piling noise’.
TR030002-000860-151216 TR030002 York Potash Ltd - Document 6.11B - Outline Ecological Management Plan.pdf:7: impact piling is carried out.
TR030002-000750-Document 4.1A Draft DCO (Tracked).pdf:54: Piling conditions
TR030002-000750-Document 4.1A Draft DCO (Tracked).pdf:54:agency protocol for minimising the risk of injury to marine mammals from piling noise’ (JNCC,
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:54:search prior to piling operations commencing, the establishment of a mitigation zone (i.e. an area
TR030002-000750-Document 4.1A Draft DCO (Tracked).pdf:55:break in every 24 hour period where no impact piling is carried out.
TR030002-000750-Document 4.1A Draft DCO (Tracked).pdf:55: 34.33. The undertaker must ensure that no piling is to be undertaken for three hours following low
TR030002-000750-Document 4.1A Draft DCO (Tracked).pdf:55:water, nor during May and that any percussive piling is implemented using a “soft-stat” procedure.
TR030002-000750-Document 4.1A Draft DCO (Tracked).pdf:76: 12.15. Piling should not be carried out within 1.5 metres of the pipes without prior consultation
TR030002-000750-Document 4.1A Draft DCO (Tracked).pdf:76:with the owner of the relevant pipe in the pipeline corridor. All piling are to be undertaken by non-
TR030002-000438-ES Section 3 Project description_2 of 2.pdf:28: northern and southern conveyor corridors, the use of percussive piling techniques for the construction
TR030002-000438-ES Section 3 Project description_2 of 2.pdf:35: x articulated flat beds; x piling machines; x cranes.
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:54: Piling works (Marine) 13 weeks 12 weeks
TR030002-000438-ES Section 3 Project description_2 of 2.pdf:54: Piling works (Marine) 19 weeks 17 weeks
TR030002-000710-York Potash Limited (Document 6.8A).pdf:10: risk of injury to marine mammals for piling noise (JNCC, 2010). This would include checking for marine
TR030002-000710-York Potash Limited (Document 6.8A).pdf:10: mammals prior to piling operations commencing, the establishment of a mitigation zone (i.e. an area
TR030002-000710-York Potash Limited (Document 6.8A).pdf:11: impact piling is carried out. (Requirement 6)
TR030002-000710-York Potash Limited (Document 6.8A).pdf:11:29 Measures to mitigate the direct loss of intertidal and subtidal habitat during dredging, piling and Deemed Marine Licence (Schedule 5)
TR030002-000710-York Potash Limited (Document 6.8A).pdf:11: The use of noise reduction curtain over the hammer piling rig during percussive operations would be
TR030002-000710-York Potash Limited (Document 6.8A).pdf:14:45 No piling would be undertaken for three hours following low water between 1 March and 30 November. Construction Environmental Management Plan
TR030002-000710-York Potash Limited (Document 6.8A).pdf:14: During May, no piling would take place. A minimum of eight hours continuous break in every 24 hour (Requirement 6)
TR030002-000710-York Potash Limited (Document 6.8A).pdf:14: period would be implemented where no impact piling is carried out.
TR030002-000710-York Potash Limited (Document 6.8A).pdf:15: risk of injury to marine mammals for piling noise (JNCC, 2010). This would include checking for marine
TR030002-000710-York Potash Limited (Document 6.8A).pdf:15: mammals prior to piling operations commencing, the establishment of a mitigation zone (i.e. an area
TR030002-000710-York Potash Limited (Document 6.8A).pdf:19: Appropriate use of barriers around static construction equipment, i.e. generators, auger piling
TR030002-000710-York Potash Limited (Document 6.8A).pdf:19: Consideration into the use of noise reduction skirts over the hammer piling rig during
TR030002-000710-York Potash Limited (Document 6.8A).pdf:23: piling along both conveyor route options. Existing buried assets would be exposed by hand in the (Requirement 6) and Draft Order – Protective
TR030002-000710-York Potash Limited (Document 6.8A).pdf:23: areas where piling activities are in close proximity to them, prior to any piling commencing. Provisions
TR030002-000790-150821 TR030002 CATS Parties Protective Provisions.pdf:4: piling within 10m of the cats pipeline, (iii) backfilling and compaction work within the cats easement,
TR030002-000790-150821 TR030002 CATS Parties Protective Provisions.pdf:6: © details of methods and locations of any piling proposed to be undertaken under paragraph
TR030002-000790-150821 TR030002 CATS Parties Protective Provisions.pdf:9:13. (1) Where piling is required within 50metres of a pipe or which could have an effect on the operation
TR030002-000790-150821 TR030002 CATS Parties Protective Provisions.pdf:9: the owner and operator of the relevant pipe such piling must be undertaken by nonpercussive
TR030002-000790-150821 TR030002 CATS Parties Protective Provisions.pdf:9: (2) Details of proposed methods and locations for the piling referred to in sub-paragraph (1) must be
TR030002-000790-150821 TR030002 CATS Parties Protective Provisions.pdf:9: (3) Any proposed piling operations within (i) 10 metres either side of the cats pipeline will require the
TR030002-000790-150821 TR030002 CATS Parties Protective Provisions.pdf:9: of the piling to a level below the depth of the pipeline, to ensure that no materials are present that
TR030002-000790-150821 TR030002 CATS Parties Protective Provisions.pdf:15: © responding to the consultation on piling under paragraph 13;
TR030002-000757-Document 8.3 Appendix 4 - No 2 Tunnel Note.pdf:5:1. Royal HaskoningDHV (2014). Technical Note 11. YPL: Dredging and piling in the vicinity of
TR030002-000725-York Potash Limited (Document 6.10).pdf:20:12 A minimum of eight hours continuous break in every 24 hour period would be implemented where no impact piling is carried out.
TR030002-000725-York Potash Limited (Document 6.10).pdf:20: The use of noise reduction curtain over the hammer piling rig during percussive operations would be investigated; this can provide a minimum of
TR030002-000725-York Potash Limited (Document 6.10).pdf:21:19 No piling would be undertaken for three hours following low water between 1 March and 30 November. During May, no piling would take place.
TR030002-000725-York Potash Limited (Document 6.10).pdf:21: A minimum of eight hours continuous break in every 24 hour period would be implemented where no impact piling is carried out.
TR030002-000725-York Potash Limited (Document 6.10).pdf:25: Appropriate use of barriers around static construction equipment, i.e. generators, auger piling rigs etc.;
TR030002-000725-York Potash Limited (Document 6.10).pdf:25: Consideration into the use of noise reduction skirts over the hammer piling rig during percussive operations;
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.
TR030002-000725-York Potash Limited (Document 6.10).pdf:27: Existing buried assets would be exposed by hand in the areas where piling activities are in close proximity to them, prior to any piling
TR030002-000453-ES Section 18 Infrastructure.pdf:13: Potential direct impacts on existing Infrastructure due to dredging and piling for quay
TR030002-000453-ES Section 18 Infrastructure.pdf:13:18.5.1 With respect to capital dredging and piling, the potential direct effect of the construction phase is limited
TR030002-000453-ES Section 18 Infrastructure.pdf:14: consequently third party users) as a result of piling induced vibration. The potential for piling induced
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:14: in the areas where piling activities are in close proximity to them, prior to any piling commencing.
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
TR030002-000453-ES Section 18 Infrastructure.pdf:15: activities are required prior to piling commencing) means that the likelihood of damage to existing
TR030002-000453-ES Section 18 Infrastructure.pdf:15:18.5.15 The proposed dredging and piling activities within the Tees estuary have the potential to impact upon
TR030002-000453-ES Section 18 Infrastructure.pdf:15:18.5.16 As discussed in Section 8.5, the tidal exchange within the Tees estuary during dredging and piling
TR030002-000453-ES Section 18 Infrastructure.pdf:20:piling for quay
TR030002-000869-151216 TR030002 Tata Steel UK and Redcar Bulk Terminal - Comments on ExA_s dDCO.pdf:6: (b) piling within 10m of the cats pipeline;
TR030002-000869-151216 TR030002 Tata Steel UK and Redcar Bulk Terminal - Comments on ExA_s dDCO.pdf:9: © details of methods and locations of any piling proposed to be undertaken under paragraph
TR030002-000869-151216 TR030002 Tata Steel UK and Redcar Bulk Terminal - Comments on ExA_s dDCO.pdf:12: 14.—(1) All piling within 1.5 metres of the centreline of a pipeline must be non-percussive.
TR030002-000869-151216 TR030002 Tata Steel UK and Redcar Bulk Terminal - Comments on ExA_s dDCO.pdf:12: (2) Where piling is required which could have an effect on the operation or maintenance of a
TR030002-000869-151216 TR030002 Tata Steel UK and Redcar Bulk Terminal - Comments on ExA_s dDCO.pdf:12:pipeline or access to a pipeline, details of the proposed method for and location of the piling must
TR030002-000869-151216 TR030002 Tata Steel UK and Redcar Bulk Terminal - Comments on ExA_s dDCO.pdf:12: (3) Any proposed piling operations within—
TR030002-000869-151216 TR030002 Tata Steel UK and Redcar Bulk Terminal - Comments on ExA_s dDCO.pdf:12: (5) All piling within 10 metres of the centreline of the cats pipeline must be non-percussive.
TR030002-000869-151216 TR030002 Tata Steel UK and Redcar Bulk Terminal - Comments on ExA_s dDCO.pdf:16: © responding to the consultation on piling under paragraph 14;
TR030002-000861-SABIC UK Petrochemicals Limited.PDF:12:(b) piling within 10m of the cats pipeline;
TR030002-000861-SABIC UK Petrochemicals Limited.PDF:14:© details of methods and locations of any piling proposed to be undertaken under paragraph
TR030002-000861-SABIC UK Petrochemicals Limited.PDF:17: (3) All piling within 1.5 metres of the centreline of a pipeline must be non-percussive.
TR030002-000861-SABIC UK Petrochemicals Limited.PDF:17: 14.—(1) Where piling is required within 50 metres of the centreline of a pipeline or which could
TR030002-000861-SABIC UK Petrochemicals Limited.PDF:17:proposed method for and location of the piling must be provided to the owner and operator of the
TR030002-000861-SABIC UK Petrochemicals Limited.PDF:17: (1) Any proposed piling operations within—
TR030002-000861-SABIC UK Petrochemicals Limited.PDF:18: (3) All piling within 10 metres of the centreline of the cats pipeline must be non-percussive.
TR030002-000861-SABIC UK Petrochemicals Limited.PDF:23: ©(d) responding to the consultation on piling under paragraph 14;
TR030002-000861-SABIC UK Petrochemicals Limited.PDF:44: (b) piling within 10m of the cats pipeline;
TR030002-000861-SABIC UK Petrochemicals Limited.PDF:47:© details of methods and locations of any piling proposed to be undertaken under paragraph
TR030002-000861-SABIC UK Petrochemicals Limited.PDF:50: (3) All piling within 1.5 metres of the centreline of a pipeline must be non-percussive.
TR030002-000861-SABIC UK Petrochemicals Limited.PDF:50: 14.—(1) Where piling is required within 50 metres of the centreline of a pipeline or which could
TR030002-000861-SABIC UK Petrochemicals Limited.PDF:50:proposed method for and location of the piling must be provided to the owner and operator of the
TR030002-000861-SABIC UK Petrochemicals Limited.PDF:50: (1) Any proposed piling operations within—
TR030002-000861-SABIC UK Petrochemicals Limited.PDF:50: (3) All piling within 10 metres of the centreline of the cats pipeline must be non-percussive.
TR030002-000861-SABIC UK Petrochemicals Limited.PDF:56: (d) responding to the consultation on piling under paragraph 14;
TR030002-000769-York Potash Ltd (2).pdf:53: Piling conditions
TR030002-000769-York Potash Ltd (2).pdf:53:agency protocol for minimising the risk of injury to marine mammals from piling noise’ (JNCC,
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:53:search prior to piling operations commencing, the establishment of a mitigation zone (i.e. an area
TR030002-000769-York Potash Ltd (2).pdf:53:in every 24 hour period where no impact piling is carried out.
TR030002-000769-York Potash Ltd (2).pdf:53: 33. The undertaker must ensure that no piling is to be undertaken for three hours following low
TR030002-000769-York Potash Ltd (2).pdf:53:water, nor during May and that any percussive piling is implemented using a “soft-stat” procedure.
TR030002-000769-York Potash Ltd (2).pdf:73: 15. Piling should not be carried out within 1.5 metres of the pipes without prior consultation with
TR030002-000769-York Potash Ltd (2).pdf:73:the owner of the relevant pipe in the pipeline corridor. All piling are to be undertaken by non-
TR030002-000858-Huntsman Polyurethanes (UK) Limited.PDF:12:(b) piling within 10m of the cats pipeline;
TR030002-000858-Huntsman Polyurethanes (UK) Limited.PDF:14:© details of methods and locations of any piling proposed to be undertaken under paragraph
TR030002-000858-Huntsman Polyurethanes (UK) Limited.PDF:17: (3) All piling within 1.5 metres of the centreline of a pipeline must be non-percussive.
TR030002-000858-Huntsman Polyurethanes (UK) Limited.PDF:17: 14.—(1) Where piling is required within 50 metres of the centreline of a pipeline or which could
TR030002-000858-Huntsman Polyurethanes (UK) Limited.PDF:17:proposed method for and location of the piling must be provided to the owner and operator of the
TR030002-000858-Huntsman Polyurethanes (UK) Limited.PDF:17: (1) Any proposed piling operations within—
TR030002-000858-Huntsman Polyurethanes (UK) Limited.PDF:18: (3) All piling within 10 metres of the centreline of the cats pipeline must be non-percussive.
TR030002-000858-Huntsman Polyurethanes (UK) Limited.PDF:23: ©(d) responding to the consultation on piling under paragraph 14;
TR030002-000858-Huntsman Polyurethanes (UK) Limited.PDF:44: (b) piling within 10m of the cats pipeline;
TR030002-000858-Huntsman Polyurethanes (UK) Limited.PDF:47:© details of methods and locations of any piling proposed to be undertaken under paragraph
TR030002-000858-Huntsman Polyurethanes (UK) Limited.PDF:50: (3) All piling within 1.5 metres of the centreline of a pipeline must be non-percussive.
TR030002-000858-Huntsman Polyurethanes (UK) Limited.PDF:50: 14.—(1) Where piling is required within 50 metres of the centreline of a pipeline or which could
TR030002-000858-Huntsman Polyurethanes (UK) Limited.PDF:50:proposed method for and location of the piling must be provided to the owner and operator of the
TR030002-000858-Huntsman Polyurethanes (UK) Limited.PDF:50: (1) Any proposed piling operations within—
TR030002-000858-Huntsman Polyurethanes (UK) Limited.PDF:50: (3) All piling within 10 metres of the centreline of the cats pipeline must be non-percussive.
TR030002-000858-Huntsman Polyurethanes (UK) Limited.PDF:56: (d) responding to the consultation on piling under paragraph 14;
TR030002-000689-York Potash Ltd (4).pdf:18: (b) piling within 10m of the cats pipeline;
TR030002-000689-York Potash Ltd (4).pdf:19: © details of methods and locations of any piling proposed to be undertaken under paragraph
TR030002-000689-York Potash Ltd (4).pdf:22: 12.13.—(1) Where piling is required within 1.550 metres of the centreline of a pipepipeline or
TR030002-000689-York Potash Ltd (4).pdf:22:relevant pipe such piling must be undertaken by nonpercussive methodspipeline by way of
TR030002-000689-York Potash Ltd (4).pdf:22: (2) Details ofAny proposed methodspiling operations within—
TR030002-000689-York Potash Ltd (4).pdf:22: or owner as appropriate and locations for the piling referred to where within 2 metres of
TR030002-000689-York Potash Ltd (4).pdf:22: (1)(4) All piling within 10 metres of the centreline of the cats pipeline must be non percussive.
TR030002-000689-York Potash Ltd (4).pdf:27: © responding to the consultation on piling under paragraph 1213;
TR030002-000689-York Potash Ltd (4).pdf:31: (b) piling within 10m of the cats pipeline;
TR030002-000689-York Potash Ltd (4).pdf:32: © details of methods and locations of any piling proposed to be undertaken under paragraph
TR030002-000689-York Potash Ltd (4).pdf:35: 13.—(1) Where piling is required within 50 metres of the centreline of a pipeline or which could
TR030002-000689-York Potash Ltd (4).pdf:35: (2) Any proposed piling operations within—
TR030002-000689-York Potash Ltd (4).pdf:35: (4) All piling within 10 metres of the centreline of the cats pipeline must be non percussive.
TR030002-000689-York Potash Ltd (4).pdf:39: © responding to the consultation on piling under paragraph 13;
TR030002-000736-Redcar and Cleveland Borough Council (Local Impact Report).pdf:15: • Stockpiling provision to manage the daily and hourly flows of HGVs on
TR030002-000736-Redcar and Cleveland Borough Council (Local Impact Report).pdf:17:construction phase, specifically piling operations, there is the potential for
TR030002-000736-Redcar and Cleveland Borough Council (Local Impact Report).pdf:19:8.69 Whilst piling will be undertaken at the site as part of the works which
TR030002-000736-Redcar and Cleveland Borough Council (Local Impact Report).pdf:19:be managed through the use of appropriate techniques determined by a piling
TR030002-000736-Redcar and Cleveland Borough Council (Local Impact Report).pdf:19:updated. A piling risk assessment should be carried out to ensure potential
TR030002-000736-Redcar and Cleveland Borough Council (Local Impact Report).pdf:19:risks to controlled waters as a result of the piling activities are mitigated.
TR030002-000456-ES Section 21 Recreation and access.pdf:12: would be exposed to a noise level of 55dB LAeq during piling works undertaken for the installation of
TR030002-000456-ES Section 21 Recreation and access.pdf:12: the conveyor. Based on the above, it is considered that noise emissions from piling operations would
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:3:basis, any proposed piling may disturb migratory fish.
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:3:preferred in order to safeguard migratory fish. If piling is required outside of the winter period, the Environment Agency may
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:4:Details of the piling operations on land should also be considered as this can also affect migratory fish. Section 11
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:4:Analysis of potential noise impacts to seals is provided in the PER, but this is not extended to migratory fish. Piling has Section 11
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:4:potential to affect migratory fish runs. Between 1 March and 30 November, no piling work should take place for 3 hours noise to a r
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:4:following low water to allow migration of adult salmon and sea trout. During May, no piling should take place to allow
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:6: piling. An underwater noise survey has therefore been completed, and a modelling exercise was
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:6: The criteria used to assess the environmental effects of underwater noise from piling and dredging are
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:24: piling, dredging and increased vessel activity are presented in Section 8.4.
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:27: underwater noise and vibration. This particularly relates to piling activities, but also to noise and
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:27: construction activities, such as piling, in this context. As discussed in Section 11.4, the Tees estuary
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:27:11.5.26 Also of concern is the noise and vibration generated during piling operations for the proposed port
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:28:11.5.28 The underwater noise source level from impact piling operations, using a hammer with maximum blow
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:28: Table 11-11 Summary of modelled ranges for unweighted peak SPLs for impact piling operations of a 914mm
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:28: Table 11-12 Summary of modelled ranges for 130 dBht (species) levels for impact piling
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: hearing damage to fish from impact piling, is 18m and 56m at the South position (with specific regard to
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: Table 11-13 Summary of modelled ranges for 90 and 75 dBht (species) levels for impact piling operations using
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:29: Impact piling North position South position
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:30: Impact piling North position South position
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:30:11.5.34 As shown in Table 11-13, the estimated impact ranges from impact piling are anticipated to be less
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:30: transects. Figure 11-11 to Figure 11-15 show the impact ranges from impact piling using a 914mm
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: Table 11-14 Summary of modelled ranges for 90 and 75 dBht (species) levels for impact piling operations using
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:30: Impact piling North position South position
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:31: Impact piling North position South position
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: transects. Figures 11-12 to 11-21 show the impact ranges from impact piling using a 914mm diameter
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:32:Figure 11-12 Contour plot showing the predicted 90 and 75 dBht levels for dab for impact piling operations using
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:33:Figure 11-13 Contour plot showing the predicted 130, 90 and 75 dBht levels for herring for impact piling
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:34:Figure 11-14 Contour plot showing the predicted 90 and 75 dBht levels for salmon for impact piling operations
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:35:Figure 11-15 Contour plot showing the predicted 90 and 75 dBht levels for sand lace for impact piling operations
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:36:Figure 11-16 Contour plot showing the predicted 90 and 75 dBht levels for sea trout for impact piling operations
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:37:Figure 11-17 Contour plot showing the predicted 90 and 75 dBht levels for dab for impact piling operations using
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:38:Figure 11-18 Contour plot showing the predicted 130, 90 and 75dB ht levels for herring for impact piling
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:39:Figure 11-19 Contour plot showing the predicted 90 and 75 dBht levels for salmon for impact piling operations
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:40:Figure 11-20 Contour plot showing the predicted 90 and 75 dBht levels for sand lance for impact piling
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:41:Figure 11-21 Contour plot showing the predicted 90 and 75dBht levels for trout for impact piling operations
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:42:11.5.38 Modelling of underwater noise from impact piling operations show that, using unweighted SPL peak noise
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:42: fish species could occur out to 10m from the source of the impact piling noise; a startle reaction to fish
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:42: is predicted to occur out to 22m from the source of impact piling noise (using unweighted SPL peak noise
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:42:11.5.40 The largest estimated range out to which traumatic hearing damage may occur from impact piling using
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:42: the 130 dBht (species) criteria is predicted to be 18m and 56m for herring based on impact piling of a
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: source). The estimated behavioural impact ranges from impact piling operations are predicted to be
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:42: the impact piling noise. The modelling work has predicted that there is greater potential for behavioural
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:42: response within fish species in comparison with traumatic injury (from impact piling), due to the larger
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:42: driving (e.g. when repositioning the piling barge) would provide opportunity for unimpeded movement of
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:43: fish species within the estuary; the impact would also be temporary, lasting for the duration of piling
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:43:11.5.46 It is predicted that the overriding consequence of the generation of noise during piling operations (as
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:43:11.5.48 In order to prevent adverse impacts to adult migratory fish runs, no piling would be undertaken for three
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:43: hours following low water between 1 March and 30 November. In addition, during May, no piling would
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:43: hour period would be implemented where no impact piling is carried out, which would also act to further
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:45: source of the impact piling noise. The modelling work has predicted that there is greater potential for
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:45: behavioural response within fish species in comparison with traumatic injury (from impact piling), due to
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:45: the larger modelled impact range for a behavioural response (particularly in the case of herring). Piling
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:45: repositioning the piling barge) would provide the opportunity for unimpeded movement of fish species
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:45: within the estuary. The noise disturbance to fish due to piling would be reversible once such operations
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:46:11.8.4 It is predicted that the overriding consequence of the generation of noise during piling operations (as
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:46: implementation of proposed timing restrictions on piling activity.
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:47:Potential effects of High Medium Moderate adverse No piling would be undertaken for three hours
TR030002-000446-ES Section 11 Fisheries and fishing activity.pdf:47:resident and continuous break where no impact piling occu
TR030002-000883-151231 TR030002 CATS Parties Submission.pdf:5: works of a type not currently undertaken within the pipeline corridor. This includes piling
TR030002-000883-151231 TR030002 CATS Parties Submission.pdf:6: requires piling to be undertaken. Again, the applicant’s argument appears to be predicated on
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:47:Piling conditions
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:47:agency protocol for minimising the risk of injury to marine mammals from piling noise’ (JNCC,
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:47:search prior to piling operations commencing, the establishment of a mitigation zone (that is, an
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:47:in every 24 hour period where no impact piling is carried out and must ensure that no more than
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:47:one vessel is carrying out a piling operation at any one time.
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:48: 33. The undertaker must ensure that no piling is undertaken for 3 hours following low water, nor
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:48:during May and that any percussive piling is implemented using a “soft-start” procedure.
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:66: (b) piling within 10 metres of the cats pipeline;
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:68:© details of methods and locations of any piling proposed to be undertaken under paragraph
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:71: (3) All piling within 1.5 metres of the centreline of a pipeline must be non-percussive, except
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:71:that in the case of the cats pipeline all piling within 10 metres of the centreline of the cats pipeline
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:71: 14.—(1) Where piling is required within 50 metres of the centreline of a pipeline or which
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:71:of the proposed method for and location of the piling must be provided to the owner and operator
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:71: (2) Any proposed piling operations within—
TR030002-001865-The York Potash Harbour Facilities Order 2016 - Tracked Changes showing non-material amendments.pdf:76: © responding to the consultation on piling under paragraph 14;
TR030002-000253-Regulation 24 Transboundary Screening document.pdf:3: by the piling and dredging works, but has not identified any
TR030002-000564-Doc 6.8 Governance Tracker.pdf:10: risk of injury to marine mammals for piling noise (JNCC, 2010). This would include checking for marine
TR030002-000564-Doc 6.8 Governance Tracker.pdf:10: mammals prior to piling operations commencing, the establishment of a mitigation zone (i.e. an area
TR030002-000564-Doc 6.8 Governance Tracker.pdf:10: impact piling is carried out.
TR030002-000564-Doc 6.8 Governance Tracker.pdf:11:26 Measures to mitigate the direct loss of intertidal and subtidal habitat during dredging, piling and MMO Licence Sch 4
TR030002-000564-Doc 6.8 Governance Tracker.pdf:11: The use of noise reduction curtain over the hammer piling rig during percussive operations would be
TR030002-000564-Doc 6.8 Governance Tracker.pdf:13:41 No piling would be undertaken for three hours following low water between 1 March and 30 November. CEMP Requirement 6
TR030002-000564-Doc 6.8 Governance Tracker.pdf:13: During May, no piling would take place. A minimum of eight hours continuous break in every 24 hour
TR030002-000564-Doc 6.8 Governance Tracker.pdf:13: period would be implemented where no impact piling is carried out.
TR030002-000564-Doc 6.8 Governance Tracker.pdf:13: risk of injury to marine mammals for piling noise (JNCC, 2010). This would include checking for marine
TR030002-000564-Doc 6.8 Governance Tracker.pdf:13: mammals prior to piling operations commencing, the establishment of a mitigation zone (i.e. an area
TR030002-000564-Doc 6.8 Governance Tracker.pdf:18: Appropriate use of barriers around static construction equipment, i.e. generators, auger piling
TR030002-000564-Doc 6.8 Governance Tracker.pdf:18: Consideration into the use of noise reduction skirts over the hammer piling rig during
TR030002-000564-Doc 6.8 Governance Tracker.pdf:21: piling along both conveyor route options. Existing buried assets would be exposed by hand in the Order – Protective Provisions
TR030002-000564-Doc 6.8 Governance Tracker.pdf:21: areas where piling activities are in close proximity to them, prior to any piling commencing.
TR030002-000722-York Potash Limited 4.pdf:10: re-suspension of sediment during capital dredging and piling;
TR030002-000722-York Potash Limited 4.pdf:12:6.5. The generation of underwater noise during construction works is inevitable due to piling for the
TR030002-000722-York Potash Limited 4.pdf:15: was undertaken using the INSPIRE model for impact piling.
TR030002-000722-York Potash Limited 4.pdf:15:7.4. In order to assess the environmental effects from impact piling and dredging activities, the
TR030002-000722-York Potash Limited 4.pdf:16:7.11. In order to prevent adverse impacts to adult migratory fish runs, no piling would be undertaken
TR030002-000722-York Potash Limited 4.pdf:16: impact piling would take place in order to allow the migration of juvenile salmon and sea trout.
TR030002-000722-York Potash Limited 4.pdf:16: These timing restrictions on piling activities were agreed with the Environment Agency prior to
TR030002-000862-INEOS UK SNS Limited (INEOS) - formerly DEA UK SNS Limited (DEA).PDF:12:(b) piling within 10m of the cats pipeline;
TR030002-000862-INEOS UK SNS Limited (INEOS) - formerly DEA UK SNS Limited (DEA).PDF:14:© details of methods and locations of any piling proposed to be undertaken under paragraph
TR030002-000862-INEOS UK SNS Limited (INEOS) - formerly DEA UK SNS Limited (DEA).PDF:17: (3) All piling within 1.5 metres of the centreline of a pipeline must be non-percussive.
TR030002-000862-INEOS UK SNS Limited (INEOS) - formerly DEA UK SNS Limited (DEA).PDF:17: 14.—(1) Where piling is required within 50 metres of the centreline of a pipeline or which could
TR030002-000862-INEOS UK SNS Limited (INEOS) - formerly DEA UK SNS Limited (DEA).PDF:17:proposed method for and location of the piling must be provided to the owner and operator of the
TR030002-000862-INEOS UK SNS Limited (INEOS) - formerly DEA UK SNS Limited (DEA).PDF:17: (1) Any proposed piling operations within—
TR030002-000862-INEOS UK SNS Limited (INEOS) - formerly DEA UK SNS Limited (DEA).PDF:18: (3) All piling within 10 metres of the centreline of the cats pipeline must be non-percussive.
TR030002-000862-INEOS UK SNS Limited (INEOS) - formerly DEA UK SNS Limited (DEA).PDF:23: ©(d) responding to the consultation on piling under paragraph 14;
TR030002-000862-INEOS UK SNS Limited (INEOS) - formerly DEA UK SNS Limited (DEA).PDF:44: (b) piling within 10m of the cats pipeline;
TR030002-000862-INEOS UK SNS Limited (INEOS) - formerly DEA UK SNS Limited (DEA).PDF:47:© details of methods and locations of any piling proposed to be undertaken under paragraph
TR030002-000862-INEOS UK SNS Limited (INEOS) - formerly DEA UK SNS Limited (DEA).PDF:50: (3) All piling within 1.5 metres of the centreline of a pipeline must be non-percussive.
TR030002-000862-INEOS UK SNS Limited (INEOS) - formerly DEA UK SNS Limited (DEA).PDF:50: 14.—(1) Where piling is required within 50 metres of the centreline of a pipeline or which could
TR030002-000862-INEOS UK SNS Limited (INEOS) - formerly DEA UK SNS Limited (DEA).PDF:50:proposed method for and location of the piling must be provided to the owner and operator of the
TR030002-000862-INEOS UK SNS Limited (INEOS) - formerly DEA UK SNS Limited (DEA).PDF:50: (1) Any proposed piling operations within—
TR030002-000862-INEOS UK SNS Limited (INEOS) - formerly DEA UK SNS Limited (DEA).PDF:50: (3) All piling within 10 metres of the centreline of the cats pipeline must be non-percussive.
TR030002-000862-INEOS UK SNS Limited (INEOS) - formerly DEA UK SNS Limited (DEA).PDF:56: (d) responding to the consultation on piling under paragraph 14;
TR030002-000738-York Potash Limited 3.pdf:9: re-suspension of sediment during capital dredging and piling;
TR030002-000738-York Potash Limited 3.pdf:11:5.5. The generation of underwater noise during construction works is inevitable due to piling for the
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:12: implemented where no impact piling is carried out. A residual impact of minor adverse
TR030002-000738-York Potash Limited 3.pdf:14: release of sediments during piling and capital dredging; and,
TR030002-000738-York Potash Limited 3.pdf:16: works (particularly piling for the quay construction and conveyor), it is proposed that noise
TR030002-000291-151123 TR030002 Explanatory note for Risk Assessment of the interaction of York Potash & CATS pipeline.pdf:3:piling and major lifting operations to be conducted within close proximity to a number of Major
TR030002-000291-151123 TR030002 Explanatory note for Risk Assessment of the interaction of York Potash & CATS pipeline.pdf:4:typically been pipeline works that have not required piling for foundations or oversailed the CATS
TR030002-000291-151123 TR030002 Explanatory note for Risk Assessment of the interaction of York Potash & CATS pipeline.pdf:5:major activities defined by the HAZID were 1) Piling (and associated excavation) adjacent to the
TR030002-000291-151123 TR030002 Explanatory note for Risk Assessment of the interaction of York Potash & CATS pipeline.pdf:5:location or depth of the pipeline, leading to contact between the piling machine (auger) and the
TR030002-000291-151123 TR030002 Explanatory note for Risk Assessment of the interaction of York Potash & CATS pipeline.pdf:7: excavating or excavating or piling excavating or
TR030002-000291-151123 TR030002 Explanatory note for Risk Assessment of the interaction of York Potash & CATS pipeline.pdf:7: piling piling
TR030002-000673-Doc 6.1 Consultation Statement Appendices - 22 to 31.pdf:15:carried out and submitted with the DCO including piling into the riverbed
TR030002-000673-Doc 6.1 Consultation Statement Appendices - 22 to 31.pdf:38: disturbance periods. NE would expect a piling method statement to accompany any operation of this magnitude (both solid
TR030002-000673-Doc 6.1 Consultation Statement Appendices - 22 to 31.pdf:39: finalised. Piling has only been considered for the port terminal and there is no information on the conveyor construction. NE
TR030002-000673-Doc 6.1 Consultation Statement Appendices - 22 to 31.pdf:39: Seals - NE would expect that the timings for repositioning and boring/pre-augering etc. to be fully documented in the piling
TR030002-000673-Doc 6.1 Consultation Statement Appendices - 22 to 31.pdf:39: method statement. Therefore an assessment could be made on the duration of the ‘non piling’ period. Please note NE
TR030002-000673-Doc 6.1 Consultation Statement Appendices - 22 to 31.pdf:39: recommends a minimum of 8 hours continuous break in every 24 hour period where no impact piling is carried out. This
TR030002-000673-Doc 6.1 Consultation Statement Appendices - 22 to 31.pdf:40: • Piling for quay structure;
TR030002-000673-Doc 6.1 Consultation Statement Appendices - 22 to 31.pdf:43: Piling: The Salmon and Freshwater Fisheries Act 1975 (SAFFA) is legislation aimed at the protection of freshwater fish, with
TR030002-000673-Doc 6.1 Consultation Statement Appendices - 22 to 31.pdf:43: noise impacts on seals from the proposed piling but this has not been extended to migratory fish. On the Tees piling has the
TR030002-000673-Doc 6.1 Consultation Statement Appendices - 22 to 31.pdf:43: disturbance. Between the 1st March and 30th November, in any given year, no piling work should take place for 3 hours
TR030002-000673-Doc 6.1 Consultation Statement Appendices - 22 to 31.pdf:43: following low water to allow migration of adult salmon and sea trout. During the month of May, in any given year, no piling
TR030002-000492-Section 13 App 13.1 Air quality assessment methodology.pdf:9: o Piling will be required as part of the construction activities.
TR030002-000410-ExA First Round Questions.pdf:30:Set out how the potential effects of noise resulting from piling have been
TR030002-000410-ExA First Round Questions.pdf:39:curtain over the hammer piling rig during the quay construction is to be
TR030002-000847-York Potash Ltd - Constructability Notes - BP CATS Pipeline Southern Route.pdf:3: • Excavating and Piling in the proximity of the buried assets
TR030002-000847-York Potash Ltd - Constructability Notes - BP CATS Pipeline Southern Route.pdf:3: • All piling within 10m either side of the BP CATS pipeline
TR030002-000847-York Potash Ltd - Constructability Notes - BP CATS Pipeline Southern Route.pdf:4: of York Potash and the Principal Contractors management of change procedures and compiling audit
TR030002-000847-York Potash Ltd - Constructability Notes - BP CATS Pipeline Southern Route.pdf:8:8.0 Excavating and Piling in proximity of the buried assets
TR030002-000847-York Potash Ltd - Constructability Notes - BP CATS Pipeline Southern Route.pdf:8:8.1 There will be no piling or excavation within the easement except for excavation associated with the
TR030002-000847-York Potash Ltd - Constructability Notes - BP CATS Pipeline Southern Route.pdf:8: location of the crown of the pipeline subject to the conditions below. Any proposed piling operations
TR030002-000847-York Potash Ltd - Constructability Notes - BP CATS Pipeline Southern Route.pdf:8:8.2 Any proposed piling operations within 5m of the centreline of the BP CATS pipeline, will in addition to
TR030002-000847-York Potash Ltd - Constructability Notes - BP CATS Pipeline Southern Route.pdf:8: the piling to a level equal to the depth of the pipeline (refer to drawing PB1586-SK1082 Rev D, contained
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:8: 8.4 The guidance notes referred to in section 4.0 suggest that the proximity of piling activities to pipelines of
TR030002-000847-York Potash Ltd - Constructability Notes - BP CATS Pipeline Southern Route.pdf:8: this nature does vary, but all state that piling can be carried out near to the pipeline, provided that an
TR030002-000847-York Potash Ltd - Constructability Notes - BP CATS Pipeline Southern Route.pdf:9: (Continuous Flight Auger) piling will be used where necessary to minimise vibration. The guidance notes
TR030002-000847-York Potash Ltd - Constructability Notes - BP CATS Pipeline Southern Route.pdf:9: effect of any vibration on settlement and liquefaction at the pipeline will be carried out. Trial piling will be
TR030002-000847-York Potash Ltd - Constructability Notes - BP CATS Pipeline Southern Route.pdf:9:8.6 A ground study will be undertaken prior to any piling operations or excavations and will include
TR030002-000847-York Potash Ltd - Constructability Notes - BP CATS Pipeline Southern Route.pdf:9: Should there be a need to use piling platforms these will be designed and constructed in accordance with
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:48:Piling conditions
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:48:agency protocol for minimising the risk of injury to marine mammals from piling noise’ (JNCC,
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:48:search prior to piling operations commencing, the establishment of a mitigation zone (that is, an
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:48:in every 24 hour period where no impact piling is carried out and must ensure that no more than
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:48:one vessel is carrying out a piling operation at any one time.
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:48: 33. The undertaker must ensure that no piling is undertaken for 3 hours following low water, nor
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:48:during May and that any percussive piling is implemented using a “soft-start” procedure.
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:68: (b) piling within 10 metres of the cats pipeline;
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:71: © details of methods and locations of any piling proposed to be undertaken under paragraph
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:74: (3) All piling within 1.5 metres of the centreline of a pipeline must be non-percussive, except
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:74:that in the case of the cats pipeline all piling within 10 metres of the centreline of the cats pipeline
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:74: 14.—(1) Where piling is required within 50 metres of the centreline of a pipeline or which
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:74:of the proposed method for and location of the piling must be provided to the owner and operator
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:74: (2) Any proposed piling operations within—
TR030002-001855-Development Consent Order as made by the Secretary of State.pdf:79: © responding to the consultation on piling under paragraph 14;
TR030002-000732-DEA UK SNS Limited (Written Representation).pdf:26: 6.13.16 Paragraph 12 provides a similar restriction in respect of piling within 1.5 metres of the
TR030002-000732-DEA UK SNS Limited (Written Representation).pdf:26: piling. The Objectors are currently considering whether this distance is adequate.
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:55: Piling conditions
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:55:agency protocol for minimising the risk of injury to marine mammals from piling noise’ (JNCC,
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:55:search prior to piling operations commencing, the establishment of a mitigation zone (i.e. an area
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:55:in every 24 hour period where no impact piling is carried out and shall ensure that no more than one
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:55:vessel is carrying out a piling operation at any one time.
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:56: 33. The undertaker must ensure that no piling is to be undertaken for three hours following low
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:56:water, nor during May and that any percussive piling is implemented using a “soft-start” procedure.
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:75: (b) piling within 10m of the cats pipeline;
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:77: © details of methods and locations of any piling proposed to be undertaken under paragraph
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:80: (3) All piling within 1.5 metres of the centreline of a pipeline must be non-percussive., save that
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:80:in the case of the cats pipeline all piling within 10 metres of the centreline of the cats pipeline must
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:80: 14.—(1) Where piling is required within 50 metres of the centreline of a pipeline or which could
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:80:proposed method for and location of the piling must be provided to the owner and operator of the
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:81: (2) Any proposed piling operations within—
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:81: (4) All piling within 10 metres of the centreline of the cats pipeline must be non-percussive.
TR030002-000898-160113_TR030002_Draft Development Consent Order (Tracked).pdf:85: © responding to the consultation on piling under paragraph 14;
TR030002-001856-Examining Authority’s Recommendation Report.pdf:47: inclusion of alternative options for quay construction, open piling or
TR030002-001856-Examining Authority’s Recommendation Report.pdf:48: dredging and piling plant and equipment and of materials and not
TR030002-001856-Examining Authority’s Recommendation Report.pdf:53: vibration that would arise from piling operations, it is concluded in the
TR030002-001856-Examining Authority’s Recommendation Report.pdf:53: proposed including using soft start piling techniques to allow time for
TR030002-001856-Examining Authority’s Recommendation Report.pdf:53: movement away and ensuring an 8 hour break each day in piling
TR030002-001856-Examining Authority’s Recommendation Report.pdf:53: piling activities. Mitigation envisaged in the ES included possible use of
TR030002-001856-Examining Authority’s Recommendation Report.pdf:54: a noise reduction curtain over the hammer piling rig during quay
TR030002-001856-Examining Authority’s Recommendation Report.pdf:54: acoustic barriers in relation to the bored piling intended for conveyor
TR030002-001856-Examining Authority’s Recommendation Report.pdf:54: noise from piling, but the measures to mitigate noise would also for
TR030002-001856-Examining Authority’s Recommendation Report.pdf:60: from piling with threshold levels specified that should not be exceeded
TR030002-001856-Examining Authority’s Recommendation Report.pdf:61: relation to underwater noise from piling, dredging and shipping
TR030002-001856-Examining Authority’s Recommendation Report.pdf:61: impact piling would be lethal but could cause traumatic injury.
TR030002-001856-Examining Authority’s Recommendation Report.pdf:61: piling for 3 hours either side of low water during the period 1 March to
TR030002-001856-Examining Authority’s Recommendation Report.pdf:62: applied to piling to allow time for movement away in addition to the
TR030002-001856-Examining Authority’s Recommendation Report.pdf:62: from the applicant, which included acceptance of soft-start piling
TR030002-001856-Examining Authority’s Recommendation Report.pdf:73: construction and piling of the foundations of both alternative conveyor
TR030002-001856-Examining Authority’s Recommendation Report.pdf:83: hydrogeology that may exist during construction. Piling would extend
TR030002-001856-Examining Authority’s Recommendation Report.pdf:85: and piling operations. Consequently, any impacts are not
TR030002-001856-Examining Authority’s Recommendation Report.pdf:85: Requirement 6 of Schedule 2 to the draft DCO and soft-start piling
TR030002-001856-Examining Authority’s Recommendation Report.pdf:92: water quality due to capital dredging and piling and the potential
TR030002-001856-Examining Authority’s Recommendation Report.pdf:146: major source of hazard. CATS argue that the risk from piling
TR030002-001856-Examining Authority’s Recommendation Report.pdf:148: under HSE guidance. They do not think the greater extent of piling
TR030002-001856-Examining Authority’s Recommendation Report.pdf:265: Piling conditions
TR030002-001856-Examining Authority’s Recommendation Report.pdf:265:agency protocol for minimising the risk of injury to marine mammals from piling noise’ (JNCC,
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:265:search prior to piling operations commencing, the establishment of a mitigation zone (i.e. an area
TR030002-001856-Examining Authority’s Recommendation Report.pdf:265:break in every 24 hour period where no impact piling is carried out and shall ensure that no more
TR030002-001856-Examining Authority’s Recommendation Report.pdf:265:than one vessel is carrying out a piling operation at any one time.
TR030002-001856-Examining Authority’s Recommendation Report.pdf:266: 33. The undertaker must ensure that no piling is to be undertaken for three hours following low
TR030002-001856-Examining Authority’s Recommendation Report.pdf:266:water, nor during May and that any percussive piling is implemented using a “soft-start”
TR030002-001856-Examining Authority’s Recommendation Report.pdf:286: (b) piling within 10m of the cats pipeline;
TR030002-001856-Examining Authority’s Recommendation Report.pdf:289: © details of methods and locations of any piling proposed to be undertaken under paragraph
TR030002-001856-Examining Authority’s Recommendation Report.pdf:292: (3) All piling within 1.5 metres of the centreline of a pipeline must be non-percussive, save that
TR030002-001856-Examining Authority’s Recommendation Report.pdf:292:in the case of the cats pipeline all piling within 10 metres of the centreline of the cats pipeline
TR030002-001856-Examining Authority’s Recommendation Report.pdf:292: 14.—(1) Where piling is required within 50 metres of the centreline of a pipeline or which
TR030002-001856-Examining Authority’s Recommendation Report.pdf:292:of the proposed method for and location of the piling must be provided to the owner and operator
TR030002-001856-Examining Authority’s Recommendation Report.pdf:292: (2) Any proposed piling operations within—
TR030002-001856-Examining Authority’s Recommendation Report.pdf:296: © responding to the consultation on piling under paragraph 14;
TR030002-000726-York Potash Limited (Document 6.11).pdf:7: conservation agency protocol for minimising the risk of injury to marine mammals from piling noise’.
TR030002-000726-York Potash Limited (Document 6.11).pdf:7: impact piling is carried out.
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:56: Piling conditions
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:56:agency protocol for minimising the risk of injury to marine mammals from piling noise’ (JNCC,
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:56:search prior to piling operations commencing, the establishment of a mitigation zone (i.e. an area
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:56:in every 24 hour period where no impact piling is carried out and shall ensure that no more than one
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:56:vessel is carrying out a piling operation at any one time.
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:57: 33. The undertaker must ensure that no piling is to be undertaken for three hours following low
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:57:water, nor during May and that any percussive piling is implemented using a “soft-statstart”
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:76: (b) piling within 10m of the cats pipeline;
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:79: © details of methods and locations of any piling proposed to be undertaken under paragraph
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:82: (3) All piling within 1.5 metres of the centreline of a pipeline must be non-percussive.
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:82: 12.14.—(1) Where piling is required within 1.550 metres of the centreline of a pipepipeline or
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:82:and location of the piling must be provided to the owner and operator of the relevant pipe such piling
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:82: (2) Details ofAny proposed methodspiling operations within—
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:82: or owner as appropriate and locations for the piling referred to where within 2 metres of
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:82: (4) All piling within 10 metres of the centreline of the cats pipeline must be non-percussive.
TR030002-000854-York Potash Limited - Document 4.1D - Draft Development Consent Order (Tracked).pdf:87: © responding to the consultation on piling under paragraph 1214;
TR030002-000693-151120 TR030002 Tata Steel - covering email.pdf:11: easement; (ii) piling within 10m of the cats pipeline, (iii) backfilling and compaction work
TR030002-000693-151120 TR030002 Tata Steel - covering email.pdf:13: © details of methods and locations of any piling proposed to be undertaken under
TR030002-000693-151120 TR030002 Tata Steel - covering email.pdf:17:12.13. (1) Where piling is required within 1.5 metres of a pipepipeline or which could have an effect
TR030002-000693-151120 TR030002 Tata Steel - covering email.pdf:17: shall carry out prior consultation with the owner and operator of the relevant pipe such piling
TR030002-000693-151120 TR030002 Tata Steel - covering email.pdf:17: (1) Details of proposed methods and location sofr the piling referred to in sub paragraph (1)
TR030002-000693-151120 TR030002 Tata Steel - covering email.pdf:17: (2) Any proposed piling operations within (i) 10 metres either side of the cats pipeline will
TR030002-000693-151120 TR030002 Tata Steel - covering email.pdf:17: (4) All piling within 10 metres of the centreline of the cats pipeline must be non percussive Comment IG21: Why only cats?
TR030002-000693-151120 TR030002 Tata Steel - covering email.pdf:23: © responding to the consultation on piling under paragraph 1213;
TR030002-000714-Marine Management Organisation.pdf:11: potential behavioural responses of marine mammals to impact piling and
TR030002-000714-Marine Management Organisation.pdf:12: above in relation to impact piling’. The MMO expect that dredging will have
TR030002-000714-Marine Management Organisation.pdf:12: much less of an impact on fish than piling activities; however, a greater effort
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:56: Piling conditions
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:56:agency protocol for minimising the risk of injury to marine mammals from piling noise’ (JNCC,
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:56:search prior to piling operations commencing, the establishment of a mitigation zone (i.e. an area
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:56:in every 24 hour period where no impact piling is carried out and shall ensure that no more than one
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:56:vessel is carrying out a piling operation at any one time.
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:57: 33. The undertaker must ensure that no piling is to be undertaken for three hours following low
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:57:water, nor during May and that any percussive piling is implemented using a “soft-start” procedure.
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:76: (b) piling within 10m of the cats pipeline;
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:78: © details of methods and locations of any piling proposed to be undertaken under paragraph
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:81: (3) All piling within 1.5 metres of the centreline of a pipeline must be non-percussive.
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:81: 14.—(1) Where piling is required within 50 metres of the centreline of a pipeline or which could
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:81:proposed method for and location of the piling must be provided to the owner and operator of the
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:81: (2) Any proposed piling operations within—
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:82: (4) All piling within 10 metres of the centreline of the cats pipeline must be non-percussive.
TR030002-000863-York Potash Limited - Document 4.1D - Draft Development Consent Order (Clean).pdf:86: © responding to the consultation on piling under paragraph 14;
TR030002-000711-Applicants Response to First Questions.pdf:92: resulting from piling have been assessed (including piling) is set out in Section 14.3 and Section
TR030002-000711-Applicants Response to First Questions.pdf:119: curtain over the hammer piling rig during for piling proposed by the contractor. As this cannot be
TR030002-000562-Doc 6.2 Section 79(1) of Environmental Protection Act 1990 Statement.pdf:7: impact was predicted during evening construction piling activities.
TR030002-000741-Huntsman Polyurethanes (IK) Limited (2).pdf:23: 6.13.16 Paragraph 12 provides a similar restriction in respect of piling within 1.5 metres of the
TR030002-000741-Huntsman Polyurethanes (IK) Limited (2).pdf:23: piling. The Objectors are currently considering whether this distance is adequate.
TR030002-000870-151216 TR030002 CATS Parties - Statement of difference and Young Lady Report.pdf.pdf:8: piling or excavation activities or dropped loads in the vicinity of the CATS pipeline.
TR030002-000870-151216 TR030002 CATS Parties - Statement of difference and Young Lady Report.pdf.pdf:10: being impacted during one of the main construction activities (e.g., piling, excavation, heavy
TR030002-000870-151216 TR030002 CATS Parties - Statement of difference and Young Lady Report.pdf.pdf:11: machinery (piling rig, crane etc.) to be located above the pipeline in order to gain access to
TR030002-000870-151216 TR030002 CATS Parties - Statement of difference and Young Lady Report.pdf.pdf:14: therefore restrictions on piling locations; and
TR030002-000870-151216 TR030002 CATS Parties - Statement of difference and Young Lady Report.pdf.pdf:15: how close the previous piling activities have come to impacting the CATS pipeline.
TR030002-000870-151216 TR030002 CATS Parties - Statement of difference and Young Lady Report.pdf.pdf:23: restrictions on piling locations
TR030002-000870-151216 TR030002 CATS Parties - Statement of difference and Young Lady Report.pdf.pdf:23: how close the previous piling activities have come to impacting the CATS pipeline.
TR030002-000253-Regulation 24 Transboundary Screening document (3).pdf:3: by the piling and dredging works, but has not identified any
TR030002-000451-ES Section 16 Commercial navigation.pdf:6: (including dredging and piling vessels) and existing commercial vessels operating within the Tees
TR030002-000451-ES Section 16 Commercial navigation.pdf:9: the form of delays to vessel movements or increased collision risk within the estuary. Piling and dredge
TR030002-000449-ES Section 14 Noise and vibration.pdf:3: The Standard includes tables of vibration levels measured during piling operations throughout the
TR030002-000449-ES Section 14 Noise and vibration.pdf:3: with regard to percussive piling.
TR030002-000449-ES Section 14 Noise and vibration.pdf:6:The applicant should include a detailed assessment on the noise and vibration impacts from piling and dredging Sections 14.5 and 1
TR030002-000449-ES Section 14 Noise and vibration.pdf:6:Given the proximity of the identified development site to designated sites, the piling element of both options Section 14.3
TR030002-000449-ES Section 14 Noise and vibration.pdf:7:Piling has only been considered for the port terminal with no information provided on the conveyor construction.
TR030002-000449-ES Section 14 Noise and vibration.pdf:11: Percussive piling rig
TR030002-000449-ES Section 14 Noise and vibration.pdf:11: Piling
TR030002-000449-ES Section 14 Noise and vibration.pdf:12: Auger piling rig and generator 1 108 50
TR030002-000449-ES Section 14 Noise and vibration.pdf:12: Piling
TR030002-000449-ES Section 14 Noise and vibration.pdf:18:14.3.39 High vibration levels generally arise from ‘heavy’ construction works such as piling, deep excavation, or
TR030002-000449-ES Section 14 Noise and vibration.pdf:18: dynamic ground compaction. The use of piling during the construction of the quay would be required;
TR030002-000449-ES Section 14 Noise and vibration.pdf:18: properties, with no residential properties within 3,000m of the proposed piling works for the quay.
TR030002-000449-ES Section 14 Noise and vibration.pdf:18: parameters for vibratory compaction, dynamic compaction, percussive and vibratory piling, the vibration
TR030002-000449-ES Section 14 Noise and vibration.pdf:18: activities (vibratory compaction, vibratory piling and vibrated stone columns) they can provide an
TR030002-000449-ES Section 14 Noise and vibration.pdf:18:14.3.42 Using this approach to calculate the resultant vibration levels from a conservative percussive piling
TR030002-000449-ES Section 14 Noise and vibration.pdf:23:14.5.5 Piling operations associated with the conveyor construction (routes north and south) have the potential
TR030002-000449-ES Section 14 Noise and vibration.pdf:24:Piling P6 50 LAeq,5min 49 LAeq,5min No impact
TR030002-000449-ES Section 14 Noise and vibration.pdf:27:Piling P6 50 LAeq,5min 49 LAeq,5min No impact
TR030002-000449-ES Section 14 Noise and vibration.pdf:33:Piling
TR030002-000449-ES Section 14 Noise and vibration.pdf:35:Piling
TR030002-000449-ES Section 14 Noise and vibration.pdf:39:Piling
TR030002-000449-ES Section 14 Noise and vibration.pdf:41:Piling
TR030002-000449-ES Section 14 Noise and vibration.pdf:43:14.5.11 Due to the predicted impact at receptor P3, during conveyor piling operations, and at a number of
TR030002-000449-ES Section 14 Noise and vibration.pdf:43: x appropriate use of barriers around static construction equipment, i.e. generators, auger piling
TR030002-000449-ES Section 14 Noise and vibration.pdf:43: x the use of noise reduction curtain over the hammer piling rig during percussive operations, this
TR030002-000449-ES Section 14 Noise and vibration.pdf:45:14.5.21 The results of the mitigated construction noise calculations for Stage 2 percussive piling on the quay
TR030002-000449-ES Section 14 Noise and vibration.pdf:45: and auger piling operations along the conveyor routes are presented below and as isopleth contour
TR030002-000449-ES Section 14 Noise and vibration.pdf:45: Table 14-25 Mitigated day noise impacts during Stage 2 quay percussive piling and south conveyor route auger
TR030002-000449-ES Section 14 Noise and vibration.pdf:45: piling
TR030002-000449-ES Section 14 Noise and vibration.pdf:46:Table 14-26 Mitigated evening/night noise impacts during Stage 2 quay percussive piling and south conveyor
TR030002-000449-ES Section 14 Noise and vibration.pdf:46:route auger piling
TR030002-000449-ES Section 14 Noise and vibration.pdf:46:Table 14-27 Mitigated day noise impacts during Stage 2 quay percussive piling and north conveyor route auger
TR030002-000449-ES Section 14 Noise and vibration.pdf:46:piling
TR030002-000449-ES Section 14 Noise and vibration.pdf:47:Table 14-28 Mitigated evening/night noise impacts during Stage 2 quay percussive piling and north conveyor
TR030002-000449-ES Section 14 Noise and vibration.pdf:47:route auger piling
TR030002-000449-ES Section 14 Noise and vibration.pdf:48:Figure 14-14 Noise contour plot of mitigated Stage 2 quay percussive piling and south conveyor construction
TR030002-000449-ES Section 14 Noise and vibration.pdf:48:Figure 14-15 Noise contour plot of mitigated Stage 2 quay percussive piling and north conveyor construction
TR030002-000449-ES Section 14 Noise and vibration.pdf:49: piling rig, temporary acoustic barriers around auger piling rigs and site boundary close-boarded fencing,
TR030002-000449-ES Section 14 Noise and vibration.pdf:49: Therefore during quay percussive piling and conveyor auger piling activities associated with the north
TR030002-000449-ES Section 14 Noise and vibration.pdf:49: Vibratory Piling (Start-up) 154m* 56m 8m 6m
TR030002-000449-ES Section 14 Noise and vibration.pdf:49: Vibratory Piling (Steady State) 75m 32m 6m 5m
TR030002-000449-ES Section 14 Noise and vibration.pdf:49: Percussive Piling 48m 19m 3m 2m
TR030002-000449-ES Section 14 Noise and vibration.pdf:58: auger piling rigs etc.;
TR030002-000449-ES Section 14 Noise and vibration.pdf:58: percussive piling rig, provision of temporary acoustic
TR030002-000840-Document 4.1C - Draft Development Consent Order (Tracked).pdf:57: Piling conditions
TR030002-000840-Document 4.1C - Draft Development Consent Order (Tracked).pdf:57:agency protocol for minimising the risk of injury to marine mammals from piling noise’ (JNCC,
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:57:search prior to piling operations commencing, the establishment of a mitigation zone (i.e. an area
TR030002-000840-Document 4.1C - Draft Development Consent Order (Tracked).pdf:57:in every 24 hour period where no impact piling is carried out and shall ensure that no more than one
TR030002-000840-Document 4.1C - Draft Development Consent Order (Tracked).pdf:57:vessel is carrying out a piling operation at any one time.
TR030002-000840-Document 4.1C - Draft Development Consent Order (Tracked).pdf:58: 33. The undertaker must ensure that no piling is to be undertaken for three hours following low
TR030002-000840-Document 4.1C - Draft Development Consent Order (Tracked).pdf:58:water, nor during May and that any percussive piling is implemented using a “soft-stat” procedure.
TR030002-000840-Document 4.1C - Draft Development Consent Order (Tracked).pdf:79: © details of methods and locations of any piling proposed to be undertaken under paragraph
TR030002-000840-Document 4.1C - Draft Development Consent Order (Tracked).pdf:81: 25.12. Piling should not be carried out —(1) Where piling is required within 1.5 metres of a pipe
TR030002-000840-Document 4.1C - Draft Development Consent Order (Tracked).pdf:81:pipe in the pipeline corridor. Allsuch piling are tomust be undertaken by non-
TR030002-000840-Document 4.1C - Draft Development Consent Order (Tracked).pdf:81: (2) Details of proposed methods and locations for the piling referred to in sub-paragraph (1) must
TR030002-000840-Document 4.1C - Draft Development Consent Order (Tracked).pdf:85: © responding to the consultation on piling under paragraph 12;
TR030002-000672-Doc 6.1 Consultation Statement Appendices - 10 to 21.pdf:38: to ensure that all environmental impacts construction period including piling
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:53: • subject to identification of a potential pollutant linkage, completion of a piling risk
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:53: appropriate piling methodology;
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:55: Reduced water quality associated with sediment disturbance during dredging and piling
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:59: Direct loss of benthic habitat as a result of capital dredging and piling
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:62:disturbance is likely to be generated during piling and dredging activities, required as
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:64: minimising risk of injury to marine mammals from piling noise. Measures to manage the
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:64: • pre-piling search for marine mammals;
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:67: support waterbird populations. The piling (and other construction activities) required as
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:71: • Bird use of the VOPAK Foreshore - any piling work on the river has the potential
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:73: There is potential for the dredging and piling operations to generate underwater noise,
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:81: • Disturbance to marine ecological species from piling and dredging (e.g. fish,
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:81: movements during dredging and piling activities.
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:81: during activities such as piling.
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:92: increase as a consequence of construction activities (e.g. piling) or, in particular,
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:105:Hydrodynamic • Creation of a sediment plume during dredging and piling works. • Use of TELEMAC-3D flow model to
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:105: piling.
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:105:Marine • Reduced water quality associated with dredging, piling and • Recovery of sediment samples at th
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:106:Marine ecology • Direct loss of benthic habitat due to dredging and piling. • Benthic invertebrate surveys propos
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:107: • Disturbance impacts to marine ecological species from piling • Construction noise assessment propo
TR030002-000462-Section 4 App 4.1 Environmental Scoping Report.pdf:107: • Disturbance impacts to marine ecological species from piling
TR030002-000839-Huntsman Polyurethanes (UK) Ltd - Deadline 4 Submission.pdf:10: © details of methods and locations of any piling proposed to be undertaken under paragraph
TR030002-000839-Huntsman Polyurethanes (UK) Ltd - Deadline 4 Submission.pdf:13:12. (1) Where piling is required within 1.5 metres of a pipeline or which could have an effect on the
TR030002-000839-Huntsman Polyurethanes (UK) Ltd - Deadline 4 Submission.pdf:13: consultation with the owner and operator of the relevant pipeline such piling must be undertaken by
TR030002-000839-Huntsman Polyurethanes (UK) Ltd - Deadline 4 Submission.pdf:13: (2) Details of proposed methods and locations for the piling referred to in sub-paragraph (1) must be
TR030002-000839-Huntsman Polyurethanes (UK) Ltd - Deadline 4 Submission.pdf:18: © responding to the consultation on piling under paragraph 12;
TR030002-000253-Regulation 24 Transboundary Screening document (4).pdf:3: by the piling and dredging works, but has not identified any
TR030002-000448-ES Section 13 Air quality.pdf:37: and no stockpiling of product onsite would occur. In addition the product must be shipped in pellet form
TR030002-000771-York Potash Ltd (3).pdf:53: Piling conditions
TR030002-000771-York Potash Ltd (3).pdf:53:agency protocol for minimising the risk of injury to marine mammals from piling noise’ (JNCC,
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:53:search prior to piling operations commencing, the establishment of a mitigation zone (i.e. an area
TR030002-000771-York Potash Ltd (3).pdf:53:in every 24 hour period where no impact piling is carried out.
TR030002-000771-York Potash Ltd (3).pdf:54: 33. The undertaker must ensure that no piling is to be undertaken for three hours following low
TR030002-000771-York Potash Ltd (3).pdf:54:water, nor during May and that any percussive piling is implemented using a “soft-stat” procedure.
TR030002-000771-York Potash Ltd (3).pdf:73: 15. Piling should not be carried out within 1.5 metres of the pipes without prior consultation with
TR030002-000771-York Potash Ltd (3).pdf:73:the owner of the relevant pipe in the pipeline corridor. All piling are to be undertaken by non-
TR030002-000569-Doc 7.3 Appendix 2a - MDT Planning Statement.pdf:20: encouraging safeguarding or stockpiling so that important minerals
TR030002-000569-Doc 7.3 Appendix 2a - MDT Planning Statement.pdf:23: safeguarding/stockpiling and providing a stock of permitted reserves to support required
TR030002-000569-Doc 7.3 Appendix 2a - MDT Planning Statement.pdf:100: adequate supply of industrial minerals by, amongst other things, safeguarding/stockpiling and
TR030002-000799-Document 6.12A - Mitigation and Monitoring Strategy - Rev 4.pdf:30:In addition, the proposed use of a noise reduction curtain over the hammer piling rig during percussive
TR030002-000799-Document 6.12A - Mitigation and Monitoring Strategy - Rev 4.pdf:47:a noise reduction curtain over the hammer piling rig and controls over artificial lighting. We are not
TR030002-000253-Regulation 24 Transboundary Screening document (2).pdf:3: by the piling and dredging works, but has not identified any
TR030002-000846-York Potash Ltd - Constructability Notes - BP CATS Pipeline Northern Route.pdf:3: • Excavating and Piling in the proximity of the buried assets
TR030002-000846-York Potash Ltd - Constructability Notes - BP CATS Pipeline Northern Route.pdf:3: • All piling within 10m either side of the BP CATS pipeline
TR030002-000846-York Potash Ltd - Constructability Notes - BP CATS Pipeline Northern Route.pdf:4: of York Potash and the Principal Contractors management of change procedures and compiling audit
TR030002-000846-York Potash Ltd - Constructability Notes - BP CATS Pipeline Northern Route.pdf:8:8.0 Excavating and Piling in proximity of the buried assets
TR030002-000846-York Potash Ltd - Constructability Notes - BP CATS Pipeline Northern Route.pdf:8:8.1 There will be no piling or excavation within the easement except for excavation associated with the
TR030002-000846-York Potash Ltd - Constructability Notes - BP CATS Pipeline Northern Route.pdf:8: location of the crown of the pipeline subject to the conditions below. Any proposed piling operations
TR030002-000846-York Potash Ltd - Constructability Notes - BP CATS Pipeline Northern Route.pdf:8:8.2 Any proposed piling operations within 5m of the centreline of the BP CATS pipeline, will in addition to
TR030002-000846-York Potash Ltd - Constructability Notes - BP CATS Pipeline Northern Route.pdf:8: the piling to a level equal to the depth of the pipeline (refer to drawing PB1586-SK1082 Rev D, contained
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:8:8.4 The guidance notes referred to in section 4.0 suggest that the proximity of piling activities to pipelines of
TR030002-000846-York Potash Ltd - Constructability Notes - BP CATS Pipeline Northern Route.pdf:8: this nature does vary, but all state that piling can be carried out near to the pipeline, provided that an
TR030002-000846-York Potash Ltd - Constructability Notes - BP CATS Pipeline Northern Route.pdf:9: (Continuous Flight Auger) piling will be used where necessary to minimise vibration. The guidance notes
TR030002-000846-York Potash Ltd - Constructability Notes - BP CATS Pipeline Northern Route.pdf:9: effect of any vibration on settlement and liquefaction at the pipeline will be carried out. Trial piling will be
TR030002-000846-York Potash Ltd - Constructability Notes - BP CATS Pipeline Northern Route.pdf:9:8.6 A ground study will be undertaken prior to any piling operations or excavations and will include
TR030002-000846-York Potash Ltd - Constructability Notes - BP CATS Pipeline Northern Route.pdf:9: Should there be a need to use piling platforms these will be designed and constructed in accordance with
TR030002-000444-ES Section 9 Marine and coastal ornithology.pdf:3:The development is in close proximity to national and internationally designated sites for nature conservation. On this basis, any piling
TR030002-000444-ES Section 9 Marine and coastal ornithology.pdf:4:Natural England notes acoustic barriers are proposed. More detail on this mitigation measure will be required. Piling has only been con
TR030002-000444-ES Section 9 Marine and coastal ornithology.pdf:25:9.5.8 Airborne noise modelling has been undertaken to predict the noise levels due to piling and construction
TR030002-000444-ES Section 9 Marine and coastal ornithology.pdf:25: the Vopak foreshore (see Figure 10-10). The noise assessment has considered piling for construction
TR030002-000444-ES Section 9 Marine and coastal ornithology.pdf:25: of the port terminal and the overland conveyor (piling for the latter would be undertaken using bored
TR030002-000444-ES Section 9 Marine and coastal ornithology.pdf:25: piling techniques; percussive piling is not possible due to the potential adverse impact on overground
TR030002-000444-ES Section 9 Marine and coastal ornithology.pdf:25:9.5.10 The modelled predictions of piling noise emissions for a number of locations have been extracted from
TR030002-000444-ES Section 9 Marine and coastal ornithology.pdf:25: 5 minutes of continuous piling):
TR030002-000444-ES Section 9 Marine and coastal ornithology.pdf:26:9.5.11 The piling works for the terminal are expected to last for an overall duration of 13 weeks for the
TR030002-000444-ES Section 9 Marine and coastal ornithology.pdf:26: Vopak foreshore) due to the piling for the construction of the quay. For the construction of the conveyor
TR030002-000444-ES Section 9 Marine and coastal ornithology.pdf:26: or, in the immediate vicinity of the piling works, birds may exhibit a flight response. No significant
TR030002-000444-ES Section 9 Marine and coastal ornithology.pdf:27: purposes of the assessment and on a precautionary basis, it has been assumed that the piling works
TR030002-000444-ES Section 9 Marine and coastal ornithology.pdf:27:9.5.19 The use of noise reduction curtain over the hammer piling rig during percussive operations would be
TR030002-000444-ES Section 9 Marine and coastal ornithology.pdf:27: mitigation on piling noise has been modelled, and the results of the noise assessment are presented in
TR030002-000444-ES Section 9 Marine and coastal ornithology.pdf:27: piling and south conveyor option construction (auger piling)
TR030002-000444-ES Section 9 Marine and coastal ornithology.pdf:28:piling and north conveyor option construction (auger piling)
TR030002-000444-ES Section 9 Marine and coastal ornithology.pdf:28:Figure 9-6 Noise contour plot of mitigated quay percussive piling and south conveyor construction piling
TR030002-000444-ES Section 9 Marine and coastal ornithology.pdf:31: Figure 9-7 Noise contour plot of mitigated quay percussive piling and north conveyor construction piling
TR030002-000444-ES Section 9 Marine and coastal ornithology.pdf:32: when piling is taking place.
TR030002-000444-ES Section 9 Marine and coastal ornithology.pdf:33: noise impact when piling is taking place) and no effect on population levels of waterbirds would occur.
TR030002-000444-ES Section 9 Marine and coastal ornithology.pdf:39: auger piling would be necessary. However, mechanical plant would be required for removal of the
TR030002-000444-ES Section 9 Marine and coastal ornithology.pdf:40: x disturbance to feeding and roosting waterbirds, particularly during piling for the conveyor and
TR030002-000443-ES Section 8 Marine ecology.pdf:5:construction and operational activities including piling, lighting and dredging.
TR030002-000443-ES Section 8 Marine ecology.pdf:5:Detailed information should be included in the ES regarding the dredging and piling works in order to contribute to the marine
TR030002-000443-ES Section 8 Marine ecology.pdf:6:proposed piling works may disturb marine mammals within the area. The Environment Agency would welcome further discussions
TR030002-000443-ES Section 8 Marine ecology.pdf:6:Given the proximity of the identified development site to designated sites, the piling element of both the construction operations
TR030002-000443-ES Section 8 Marine ecology.pdf:9:Natural England would expect that the timings for repositioning and boring / pre-augering to be fully documented in a piling method
TR030002-000443-ES Section 8 Marine ecology.pdf:9:statement. Therefore an assessment could be made on the duration of the non-piling period. Natural England recommends a
TR030002-000443-ES Section 8 Marine ecology.pdf:9:minimum of 8 hours continuous break in every 24 hours where no impact piling is carried out.
TR030002-000443-ES Section 8 Marine ecology.pdf:22: out using Subacoustech’s INSPIRE model for impact piling. The openly available RAMSGeo software
TR030002-000443-ES Section 8 Marine ecology.pdf:22: predominantly used and set up to model impact piling noise, RAMSGeo has been used to model
TR030002-000443-ES Section 8 Marine ecology.pdf:23: Criteria used to assess the environmental effects of underwater noise arising from impact piling
TR030002-000443-ES Section 8 Marine ecology.pdf:23:8.3.27 In order to assess the environmental effects that impact piling and dredging activities are likely to have
TR030002-000443-ES Section 8 Marine ecology.pdf:40: Modelling of impact piling
TR030002-000443-ES Section 8 Marine ecology.pdf:40: Table 8-11 Summary of modelled ranges for unweighted peak-to-peak SPLs for impact piling for a 914mm
TR030002-000443-ES Section 8 Marine ecology.pdf:40: Impact piling North location South location
TR030002-000443-ES Section 8 Marine ecology.pdf:40: Table 8-12 Summary of modelled ranges for unweighted peak-to-peak SPLs for impact piling for a 2000mm
TR030002-000443-ES Section 8 Marine ecology.pdf:40: Impact piling North location South location
TR030002-000443-ES Section 8 Marine ecology.pdf:41:plots illustrating the unweighted peak-to-peak SPLs for impact piling are presented in Figures 8-10 to
TR030002-000443-ES Section 8 Marine ecology.pdf:41:Figure 8-10 Contour plot showing the predicted unweighted peak-to-peak SPLs from impact piling of a 914mm
TR030002-000443-ES Section 8 Marine ecology.pdf:42:Figure 8-11 Contour plot showing the predicted unweighted peak-to-peak SPLs from impact piling of a 914mm
TR030002-000443-ES Section 8 Marine ecology.pdf:43:Figure 8-12 Contour plot showing the predicted unweighted peak-to-peak SPLs from impact piling of a
TR030002-000443-ES Section 8 Marine ecology.pdf:44: Figure 8-13 Contour plot showing the predicted unweighted peak-to-peak SPLs from impact piling of a
TR030002-000443-ES Section 8 Marine ecology.pdf:44: As with the modelling results for impact piling, the minimum range presented in Table 8-13 reaches a
TR030002-000443-ES Section 8 Marine ecology.pdf:50:8.5.29 The generation of underwater noise during the construction works is inevitable due to piling for the
TR030002-000443-ES Section 8 Marine ecology.pdf:50: published information on the levels of underwater noise produced by piling and dredging activities and
TR030002-000443-ES Section 8 Marine ecology.pdf:50: undertaken to estimate the behavioural response range for seals from piling operations. Ranges of
TR030002-000443-ES Section 8 Marine ecology.pdf:51:8.5.34 The source level for the noise from impact piling operations using a hammer with maximum blow
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: Table 8-14 Summary of the modelled ranges for 130 dBht (species) levels for impact piling operations using a
TR030002-000443-ES Section 8 Marine ecology.pdf:51: 130 dBht (species) Impact piling (914mm diameter) Impact piling (2000mm diameter)
TR030002-000443-ES Section 8 Marine ecology.pdf:52: The dBht (species) metric – behavioural response (impact piling)
TR030002-000443-ES Section 8 Marine ecology.pdf:52: impact ranges for behavioural response for harbour seals, associated with impact piling a 914mm
TR030002-000443-ES Section 8 Marine ecology.pdf:52: presented in Table 8-11, the minimum range from impact piling reaches a limit (24m at the North
TR030002-000443-ES Section 8 Marine ecology.pdf:52: piling are predicted to be up to 4.89km from the South position (where 75 dBht (species) impact ranges
TR030002-000443-ES Section 8 Marine ecology.pdf:52:8.5.38 It is important to acknowledge in this context that piling activities would not present a constant noise
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: Table 8-15 Summary of the modelled ranges for 90 and 75 dBht (species) levels for impact piling of a 914mm
TR030002-000443-ES Section 8 Marine ecology.pdf:52: Impact piling North position South position
TR030002-000443-ES Section 8 Marine ecology.pdf:52: Table 8-16 Summary of the modelled ranges for 90 and 75 dBht (species) levels for impact piling of a 2000mm
TR030002-000443-ES Section 8 Marine ecology.pdf:52: Impact piling North position South position
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:54:Figure 8-15 Contour plot showing the predicted 90 and 75 dBht levels for harbour seal for impact piling using a
TR030002-000443-ES Section 8 Marine ecology.pdf:55:Figure 8-16 Contour plot showing the predicted 90 and 75 dBht levels for harbour seal for impact piling using a
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:56:8.5.43 Modelling of underwater noise from piling operations shows that, using unweighted SPLpeak noise
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:56:8.5.44 The largest estimated ranges out to which traumatic hearing damage may occur from impact piling of a
TR030002-000443-ES Section 8 Marine ecology.pdf:56: criteria. Modelling for behavioural response shows that the impact range from impact piling for harbour
TR030002-000443-ES Section 8 Marine ecology.pdf:56:8.5.46 Using the M-Weighted SEL for assessing auditory injury in marine mammals from impact piling, the
TR030002-000443-ES Section 8 Marine ecology.pdf:56:8.5.48 However, piling activities would not present a constant noise source and there would be periods
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:56: addition, the noise disturbance to seals due to piling and dredging would be reversible once such
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:57: would include checking for marine mammals during a pre-piling search prior to piling operations
TR030002-000443-ES Section 8 Marine ecology.pdf:57: where no impact piling is carried out.
TR030002-000443-ES Section 8 Marine ecology.pdf:62:mammals checking for marine mammals during a pre-piling sear
TR030002-000443-ES Section 8 Marine ecology.pdf:62: piling operations commencing, the establishment of a
TR030002-000443-ES Section 8 Marine ecology.pdf:62: implemented where no impact piling is carried out.
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:5: 3.2 Modelling of impact piling…………………………………………………………………………………… 10
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:7:impact piling and dredging activities.
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:9:from impact piling and dredging operations. This modelling was carried out using
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:9:Subacoustech’s INSPIRE model for impact piling operations and the openly available RAMSGeo
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:9:characterise sound transients from impulsive sources such as impact piling and seismic airgun
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:9:When assessing the noise from transient sources such as blast waves, impact piling, or seismic
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:9:to develop an interim exposure criterion for assessing the injury range for fish from impact piling
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:10:UK. INSPIRE is designed to model and predict the propagation of underwater impact piling
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:10:The parameters and assumptions used within the INSPIRE model for impact piling are outlined
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:10:energy for this option has been assumed to be 125kJ, based on piling operations sampled
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:10:Table 2-1 INSPIRE input parameters for impact piling
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:10:source. As the INSPIRE model is predominantly used and set up to model impact piling noise,
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:12:Figure 2-1 Power Spectral Density from measurement taken of impact piling in the River
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:16:levels for the proposed impact piling operation and dredging activities. The modelling results
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:16:with the impact piling, typically much higher than background noise.
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:16:3.2 Modelling of impact piling
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:16:impact piling, using an impact piling hammer with energy of 125kJ for a 914mm diameter sized
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:16:Impact Piling (914
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:Impact Piling (2000
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:shown for the modelled propagation of unweighted peak-to-peak SPLs from the impact piling of a
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:17:It should be noted that the predicted noise levels due to impact piling operations will exceed the
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:20:As with the impact piling results, the minimum range reaches a limit. Three representative
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:21:INSPIRE modelled impact piling transects.
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:23:against a similar impact piling project undertaken in the River Thames, for which measurements
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:23: RAMSGeo models for impact piling noise propagation in the River Thames
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:24:modelled outputs from the INSPIRE and RAMSGeo models with regard to impact piling. The
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:24:Figure 4-2 Comparison between INSPIRE and RAMSGeo modelling of an impact piling
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:25:impact piling, as these sources are likely to have the greatest environmental impact and
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:26:In order to assess the environmental effects that impact piling and dredging activities are likely to
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:26:additional small amount of information on fish kill as a result of impact piling. All the data
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:26:of these results to the reality of reactions by wild fish exposed to piling in UK waters is very
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:31:impact piling and dredging related noise.
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:to be reached for the proposed impact piling operations. Table 6-1 and Table 6-2 present a
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:in relation to impact piling.
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:32:Table 6-3 Summary of the modelled ranges for 130 dBht(Species) levels for impact piling
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:32: Impact Piling Impact Piling
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:32:6.3.2 Behavioural response: impact piling
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:32:ranges for behavioural response for the species of interest from impact piling operations.
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:33: Impact Piling North Position South Position
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:34: Impact Piling North Position South Position
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: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: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:Table 6-7 Summary of impact ranges from impact piling operations for a 914mm
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:42:Table 6-8 Summary of impact ranges from impact piling operations for a 2000mm
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:43:activities that have been assessed include impact piling, suction dredging and backhoe dredging.
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:43:Modelling of underwater noise form impact piling operations show that, using unweighted SPLpeak
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:43:22m at which a startle response is likely to be invoked in fish. For the impact piling of a 2000mm
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:43:piling using the 130 dBht(Species) criteria have been calculated to be a maximum of 18m 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:two species. The estimated behavioural impact ranges from impact piling operations 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:Using the M-Weighted SEL for assessing auditory injury in marine mammals from impact piling
TR030002-000474-Section 8 App 8.2 Underwater noise modelling report.pdf:44:maximum impact range for the multiple pulse SEL over the full piling duration is estimated to be
TR030002-000253-Regulation 24 Transboundary Screening document (1).pdf:3: by the piling and dredging works, but has not identified any
TR030002-000561-Doc 6.7 Environmental Statement Non Technical Summary_2 of 2.pdf:15: suspension of sediment as a result of capital and maintenance dredging and piling, and deterioration of
TR030002-000561-Doc 6.7 Environmental Statement Non Technical Summary_2 of 2.pdf:15: due to capital dredging, piling and reclamation (solid quay only), indirect impacts on marine ecology
TR030002-000561-Doc 6.7 Environmental Statement Non Technical Summary_2 of 2.pdf:16: disturbance to feeding and roosting waterbirds, particularly during piling for the conveyor and
TR030002-000561-Doc 6.7 Environmental Statement Non Technical Summary_2 of 2.pdf:18: noise disturbance from piling and dredging, reduced water quality due to spills and leakages, and the
TR030002-000561-Doc 6.7 Environmental Statement Non Technical Summary_2 of 2.pdf:18: impact piling noise. It also predicted that there is greater potential for fish species to exhibit a
TR030002-000561-Doc 6.7 Environmental Statement Non Technical Summary_2 of 2.pdf:18: a behavioural response (particularly in the case of herring). Piling activities would not present a
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)
TR030002-000561-Doc 6.7 Environmental Statement Non Technical Summary_2 of 2.pdf:18: noise disturbance to fish would cease once the piling works were completed.
TR030002-000561-Doc 6.7 Environmental Statement Non Technical Summary_2 of 2.pdf:18:2.8.5 The overriding consequence of the generation of noise during piling operations (as well as dredging
TR030002-000561-Doc 6.7 Environmental Statement Non Technical Summary_2 of 2.pdf:18: the implementation of timing restrictions on piling activity.
TR030002-000561-Doc 6.7 Environmental Statement Non Technical Summary_2 of 2.pdf:29: significance of the potential impact on groundwater due to the installation of foundations and piling is
TR030002-000561-Doc 6.7 Environmental Statement Non Technical Summary_2 of 2.pdf:29: quality from piling activities as a result of the Harbour facilities with non-YPP developments was
TR030002-000561-Doc 6.7 Environmental Statement Non Technical Summary_2 of 2.pdf:33: Prevention Guidance; use of soft start piling techniques; and use of an enclosed grab for dredging
TR030002-000561-Doc 6.7 Environmental Statement Non Technical Summary_2 of 2.pdf:36: during the construction works, particularly during piling for the quay construction and conveyor when
TR030002-000561-Doc 6.7 Environmental Statement Non Technical Summary_2 of 2.pdf:36: construction, and the potential use of noise reduction curtain over the hammer piling rig during
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:3: x Environment Agency – Piling and Penetrative Ground Improvement Methods on Land Affected
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:4: The Secretary of State is pleased to note that a piling risk Section 6.5 discusses the proposed piling technique
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:40: likely to involve the movement of soil around the site for stockpiling, potential re-use or disposal. These
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:42:6.5.19 The piling for the port terminal, surge bin foundations and conveyor support foundations may extend
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:42: be encountered as part of these works (with the exception of piling). With regard to the piling, the
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:42: fractures and, consequently, the aquifer is not used as a resource. The effect of piling on flow is likely
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:42: magnitude of the effect on the groundwater flow from both excavation and piling is considered to be
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:42:6.5.24 Dependent on the piling method employed, groundwater quality of the aquifer units may be affected by
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:42: piling foundations. There is the potential to generate a viable pollutant linkage between the potentially
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:43: bored piling methods. Due to the nature of the Made Ground the holes will be cased during the boring
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:43: operation and the hole filled with concrete on completion of the boring operation. The piling works
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:43: would be undertaken in accordance with Environment Agency guidance (Piling and Penetrative Ground
TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:50:Groundwater Very low – Very Low - Negligible Construction work including piling would be carried out in
TR030002-000674-Doc 6.3 Habitats Regulations Assessment_1 of 2.pdf:7: percussive piling and south conveyor option construction (auger piling)
TR030002-000674-Doc 6.3 Habitats Regulations Assessment_1 of 2.pdf:7: conveyor option construction (auger piling)
TR030002-000674-Doc 6.3 Habitats Regulations Assessment_1 of 2.pdf:70: criteria through noise (particularly piling for the port terminal and conveyor), vibration and visual
TR030002-000674-Doc 6.3 Habitats Regulations Assessment_1 of 2.pdf:70: disturbance. Piling noise potentially could impact upon birds using both banks of the Tees
TR030002-000674-Doc 6.3 Habitats Regulations Assessment_1 of 2.pdf:86: due to capital dredging and piling and the potential alteration of coastal processes which could impact
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:51: • subject to identification of a potential pollutant linkage, completion of a piling risk
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:51: appropriate piling methodology;
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:53: Reduced water quality associated with sediment disturbance during dredging and piling
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:57: Direct loss of benthic habitat as a result of capital dredging and piling
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:60:disturbance is likely to be generated during piling and dredging activities, required as
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:62: minimising risk of injury to marine mammals from piling noise. Measures to manage the
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:62: • pre-piling search for marine mammals;
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:65: support waterbird populations. The piling (and other construction activities) required as
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:69: • Bird use of the VOPAK Foreshore - any piling work on the river has the potential
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:71: There is potential for the dredging and piling operations to generate underwater noise,
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:79: • Disturbance to marine ecological species from piling and dredging (e.g. fish,
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:79: movements during dredging and piling activities.
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:79: during activities such as piling.
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:90: increase as a consequence of construction activities (e.g. piling) or, in particular,
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:103:Hydrodynamic • Creation of a sediment plume during dredging and piling works. • Use of TELEMAC-3D flow model to
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:103: piling.
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:103:Marine • Reduced water quality associated with dredging, piling and • Recovery of sediment samples at th
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:104:Marine ecology • Direct loss of benthic habitat due to dredging and piling. • Benthic invertebrate surveys propos
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:105: • Disturbance impacts to marine ecological species from piling • Construction noise assessment propo
TR030002-000074-131202_TR030002_York Potash Harbour Facilities_Scoping Report.pdf:105: • Disturbance impacts to marine ecological species from piling
TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf:61: stockpiling, a landscaping strategy to retain mine arisings on-site etc.).
TR030002-000826-York Potash Ltd (2).pdf:12: precluding the presence of two piling boats at any
TR030002-000826-York Potash Ltd (2).pdf:44:• Excavating and Piling in proximity of the Hot Metal Railway
TR030002-000826-York Potash Ltd (2).pdf:48:7.0 Excavating and Piling in proximity of the Hot Metal Railway
TR030002-000826-York Potash Ltd (2).pdf:48:The following section describes how excavation and piling associated with the construction of the
TR030002-000826-York Potash Ltd (2).pdf:48:envisaged that there will be no piling or excavations work within the railway boundary.
TR030002-000826-York Potash Ltd (2).pdf:48:In general any proposed piling operations or excavations within 3.0m of an asset, will require the asset to
TR030002-000826-York Potash Ltd (2).pdf:48:It is the intention that bored or CFA piling will be used to minimise vibration around pipelines. Northern
TR030002-000826-York Potash Ltd (2).pdf:48:pipeline shall be carried out. A trial piling study will be carried out to measure the vibration from various
TR030002-000826-York Potash Ltd (2).pdf:48:types of piling in these ground conditions. Research into maximum allowable peak particle velocity
TR030002-000826-York Potash Ltd (2).pdf:49:or obstruct the railway. For instance plant will be slew restricted and jibbed plant such as piling rigs sited
TR030002-000826-York Potash Ltd (2).pdf:62: Excavating and Piling in the proximity of the buried assets
TR030002-000826-York Potash Ltd (2).pdf:62: All piling within 10m either side of the BP CATS pipeline
TR030002-000826-York Potash Ltd (2).pdf:63: of York Potash and the Principal Contractors management of change procedures and compiling audit
TR030002-000826-York Potash Ltd (2).pdf:67:8.0 Excavating and Piling in proximity of the buried assets
TR030002-000826-York Potash Ltd (2).pdf:67:8.1 It is envisaged that there will be no piling or excavation within the easement. Any proposed piling
TR030002-000826-York Potash Ltd (2).pdf:67: Any proposed piling operations within 5m either side of the BP CATS pipeline, will in addition to exposing
TR030002-000826-York Potash Ltd (2).pdf:67: the crown of the pipeline, require excavating at the location of the piling to a level below the depth of the
TR030002-000826-York Potash Ltd (2).pdf:67:8.2 The guidance notes referred to in section 4.0 suggest that the proximity of piling activities to pipelines of
TR030002-000826-York Potash Ltd (2).pdf:67: this nature does vary, but all state that piling can be carried out near to the pipeline, provided that an
TR030002-000826-York Potash Ltd (2).pdf:67: (Continuous Flight Auger) piling will be used where necessary to minimise vibration. The guidance notes
TR030002-000826-York Potash Ltd (2).pdf:67: effect of any vibration on settlement and liquefaction at the pipeline will be carried out. Trial piling will be
TR030002-000826-York Potash Ltd (2).pdf:68:8.4 A ground study will be undertaken prior to any piling operations or excavations and will include
TR030002-000826-York Potash Ltd (2).pdf:68: Should there be a need to use piling platforms these will be designed and constructed in accordance with
TR030002-000826-York Potash Ltd (2).pdf:71: • Excavating and Piling in the proximity of the buried assets
TR030002-000826-York Potash Ltd (2).pdf:71: • All piling within 10m either side of the BP CATS pipeline
TR030002-000826-York Potash Ltd (2).pdf:72: of York Potash and the Principal Contractors management of change procedures and compiling audit
TR030002-000826-York Potash Ltd (2).pdf:76:8.0 Excavating and Piling in proximity of the buried assets
TR030002-000826-York Potash Ltd (2).pdf:76:8.1 It is envisaged that there will be no piling or excavation within the easement. Any proposed piling
TR030002-000826-York Potash Ltd (2).pdf:76: Any proposed piling operations within 5m either side of the BP CATS pipeline, will in addition to exposing
TR030002-000826-York Potash Ltd (2).pdf:76: the crown of the pipeline, require excavating at the location of the piling to a level below the depth of the
TR030002-000826-York Potash Ltd (2).pdf:76: 8.2 The guidance notes referred to in section 4.0 suggest that the proximity of piling activities to pipelines of
TR030002-000826-York Potash Ltd (2).pdf:76: this nature does vary, but all state that piling can be carried out near to the pipeline, provided that an
TR030002-000826-York Potash Ltd (2).pdf:76: (Continuous Flight Auger) piling will be used where necessary to minimise vibration. The guidance notes
TR030002-000826-York Potash Ltd (2).pdf:76: effect of any vibration on settlement and liquefaction at the pipeline will be carried out. Trial piling will be
TR030002-000826-York Potash Ltd (2).pdf:76:8.4 A ground study will be undertaken prior to any piling operations or excavations and will include
TR030002-000826-York Potash Ltd (2).pdf:76: Should there be a need to use piling platforms these will be designed and constructed in accordance with
TR030002-000742-SABIC UK Petrochemicals Limited 2.pdf:23: 6.13.16 Paragraph 12 provides a similar restriction in respect of piling within 1.5 metres of the
TR030002-000742-SABIC UK Petrochemicals Limited 2.pdf:23: piling. The Objectors are currently considering whether this distance is adequate.
TR030002-000836-DEA UK SNS Limited - Deadline 4 Submission.pdf:10: © details of methods and locations of any piling proposed to be undertaken under paragraph
TR030002-000836-DEA UK SNS Limited - Deadline 4 Submission.pdf:13:12. (1) Where piling is required within 1.5 metres of a pipeline or which could have an effect on the
TR030002-000836-DEA UK SNS Limited - Deadline 4 Submission.pdf:13: consultation with the owner and operator of the relevant pipeline such piling must be undertaken by
TR030002-000836-DEA UK SNS Limited - Deadline 4 Submission.pdf:13: (2) Details of proposed methods and locations for the piling referred to in sub-paragraph (1) must be
TR030002-000836-DEA UK SNS Limited - Deadline 4 Submission.pdf:18: © responding to the consultation on piling under paragraph 12;
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:55: Piling conditions
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:55:agency protocol for minimising the risk of injury to marine mammals from piling noise’ (JNCC,
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:55:search prior to piling operations commencing, the establishment of a mitigation zone (i.e. an area
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:55:in every 24 hour period where no impact piling is carried out and shall ensure that no more than one
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:55:vessel is carrying out a piling operation at any one time.
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:56: 33. The undertaker must ensure that no piling is to be undertaken for three hours following low
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:56:water, nor during May and that any percussive piling is implemented using a “soft-statstart”
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:75: (b) piling within 10m of the cats pipeline;
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:78: © details of methods and locations of any piling proposed to be undertaken under paragraph
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:81: (3) All piling within 1.5 metres of the centreline of a pipeline must be non-percussive, save that
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:81:in the case of the cats pipeline all piling within 10 metres of the centreline of the cats pipeline must
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:81: 11.14.—(1) Where piling is required within 1.550 metres of the centreline of a pipepipeline or
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:81:and location of the piling must be provided to the owner and operator of the relevant pipe such piling
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:81: (2) Details ofAny proposed methodspiling operations within—
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:81: or owner as appropriate and locations for the piling referred to where within 2 metres of
TR030002-000894-160113_TR030002 Draft DCO (Comparite with Deadline 4 Draft DCO (Document 4.1C)).pdf:86: © responding to the consultation on piling under paragraph 1214;
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:29:3.32 The SoS is pleased to note that a piling risk assessment will be
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:31: and construction and operational activities including piling,
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:31: information in the ES regarding the dredging and piling works in
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:32: proposed piling operations. The assessment should also consider
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:35: and vibration impacts associated with the piling and dredging
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:68:Piling
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:68:the Teesmouth and Cleveland Coast SPA and Ramsar sites. On this basis, any proposed piling
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:68:the ES. Winter piling is preferred in safeguarding migratory fish. If however piling is required
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:68:Details of piling operations on land should also be considered as this can also affect migratory
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:68:fish. There may be a need for piling to support the shore side of the berthing pocket due to the
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:69:proposed to undertake a WFD compliance assessment and a piling risk assessment. We agree
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:82: effects of dredging and piling concurrently on marine receptors.
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:89: the applicant in compiling the required information.
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:92: Given the proximity of the identified development site to designated sites, the piling element
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:92: number of piling rigs, hammer energy, etc.) and subsea acoustic modelling used to identify
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:122: of know-how) encountered by the applicant in compiling the
TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:129:compiling the required information.
TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:62: • encouraging safeguarding or stockpiling so that important minerals
TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:74: site stockpiling, a landscaping strategy to retain mine arisings on-site
TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf:104: 2 Stockpiling provision to manage the daily and hourly flows of HGVs
TR030002-000670-Doc 6.1 Consultation Statement - Main Text.pdf:63: documented in the piling method statement to understand the potential
TR030002-000670-Doc 6.1 Consultation Statement - Main Text.pdf:64: year, no piling work should take place for 3 hours following low water to
TR030002-000754-Document 4.1A Draft DCO (Clean).pdf:53: Piling conditions
TR030002-000754-Document 4.1A Draft DCO (Clean).pdf:53:agency protocol for minimising the risk of injury to marine mammals from piling noise’ (JNCC,
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:53:search prior to piling operations commencing, the establishment of a mitigation zone (i.e. an area
TR030002-000754-Document 4.1A Draft DCO (Clean).pdf:53:in every 24 hour period where no impact piling is carried out.
TR030002-000754-Document 4.1A Draft DCO (Clean).pdf:53: 33. The undertaker must ensure that no piling is to be undertaken for three hours following low
TR030002-000754-Document 4.1A Draft DCO (Clean).pdf:53:water, nor during May and that any percussive piling is implemented using a “soft-stat” procedure.
TR030002-000754-Document 4.1A Draft DCO (Clean).pdf:73: 15. Piling should not be carried out within 1.5 metres of the pipes without prior consultation with
TR030002-000754-Document 4.1A Draft DCO (Clean).pdf:73:the owner of the relevant pipe in the pipeline corridor. All piling are to be undertaken by non-
TR030002-000676-Doc 7.2 - Summary of Proposals Document.pdf:14: to ensure that all environmental impacts construction period including piling
TR030002-000442-ES Section 7 Marine sediment and water quality.pdf:20: Re-suspension of sediment during dredging and piling
TR030002-000442-ES Section 7 Marine sediment and water quality.pdf:25: foundations) within the finger of Bran Sands lagoon (northern conveyor), along with piling for the
TR030002-000442-ES Section 7 Marine sediment and water quality.pdf:25: would be localised to the location of the piling and disturbance is unlikely to be significant.
TR030002-000442-ES Section 7 Marine sediment and water quality.pdf:31: dredging and piling, and deterioration of water quality as a result of surface-run off and accidental spills
TR030002-000442-ES Section 7 Marine sediment and water quality.pdf:32:dredging and piling outlined below. Limiting re-suspension during TS
TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf:110: • Pre support (spiling or forepoling) to control weak ground before the face is excavated.
TR030002-000765-Document 8.4 Applicants Responses to Other Responses to ExA Q1.pdf:24:majority of the CEMP addresses noise and vibration issues for construction plant and auger piling rigs. The CEMP also refers to use
TR030002-000765-Document 8.4 Applicants Responses to Other Responses to ExA Q1.pdf:24:percussive piling rig, temporary acoustic barriers placed around site boundary is not considered practicable given the linear nature of
TR030002-000765-Document 8.4 Applicants Responses to Other Responses to ExA Q1.pdf:24:the auger piling rigs and site boundary close-boarded fencing, in the proposed scheme, and is not considered necessary given the
TR030002-000765-Document 8.4 Applicants Responses to Other Responses to ExA Q1.pdf:24:The Environmental Protection Team would also require percussive piling for the quay construction during either the daytime
TR030002-000765-Document 8.4 Applicants Responses to Other Responses to ExA Q1.pdf:24:that actual noise levels comply with predicted noise curtain on the piling rig) is required for this activity (note that no
TR030002-000765-Document 8.4 Applicants Responses to Other Responses to ExA Q1.pdf:24: percussive piling would occur for 8 hours each night in order to
TR030002-000784-151105 TR030002 MMO - Response to ExA Q2.pdf:4: Management paragraph 17? There does not appear to be The MMO has discussed the piling boats condition with the applicant and this will
TR030002-000784-151105 TR030002 MMO - Response to ExA Q2.pdf:4: (MMO) piling boats at any one time as sought in
TR030002-000856-151216 TR030002 York Potash Ltd - Document 8.10 - Schedule of Changes to the Draft DCO.pdf:6: case of the cats pipeline all piling within 10 metres
TR030002-000856-151216 TR030002 York Potash Ltd - Document 8.10 - Schedule of Changes to the Draft DCO.pdf:16: (b) piling within 10m of the cats pipeline;
TR030002-000856-151216 TR030002 York Potash Ltd - Document 8.10 - Schedule of Changes to the Draft DCO.pdf:19: © details of methods and locations of any piling proposed to be undertaken under paragraph 14;
TR030002-000856-151216 TR030002 York Potash Ltd - Document 8.10 - Schedule of Changes to the Draft DCO.pdf:22: (3) All piling within 1.5 metres of the centreline of a pipeline must be non-percussive.
TR030002-000856-151216 TR030002 York Potash Ltd - Document 8.10 - Schedule of Changes to the Draft DCO.pdf:22: 14.—(1) Where piling is required within 50 metres of the centreline of a pipeline or which could have
TR030002-000856-151216 TR030002 York Potash Ltd - Document 8.10 - Schedule of Changes to the Draft DCO.pdf:22:method for and location of the piling must be provided to the owner and operator of the relevant pipeline
TR030002-000856-151216 TR030002 York Potash Ltd - Document 8.10 - Schedule of Changes to the Draft DCO.pdf:22: (1) Any proposed piling operations within—
TR030002-000856-151216 TR030002 York Potash Ltd - Document 8.10 - Schedule of Changes to the Draft DCO.pdf:22: (3) All piling within 10 metres of the centreline of the cats pipeline must be non-percussive.
TR030002-000856-151216 TR030002 York Potash Ltd - Document 8.10 - Schedule of Changes to the Draft DCO.pdf:27: ©(d) responding to the consultation on piling under paragraph 14;
TR030002-000856-151216 TR030002 York Potash Ltd - Document 8.10 - Schedule of Changes to the Draft DCO.pdf:37: (i) piling within 10m of the cats pipeline;
TR030002-000856-151216 TR030002 York Potash Ltd - Document 8.10 - Schedule of Changes to the Draft DCO.pdf:39:© details of methods and locations of any piling proposed to be undertaken under paragraph 14;
TR030002-000856-151216 TR030002 York Potash Ltd - Document 8.10 - Schedule of Changes to the Draft DCO.pdf:42: 14.—(1) All piling within 1.5 metres of the centreline of a pipeline must be non-percussive.
TR030002-000856-151216 TR030002 York Potash Ltd - Document 8.10 - Schedule of Changes to the Draft DCO.pdf:42: (1) Where piling is required within 50 metres of the centreline of a pipeline or which could have an effect
TR030002-000856-151216 TR030002 York Potash Ltd - Document 8.10 - Schedule of Changes to the Draft DCO.pdf:42:location of the piling must be provided to the owner and operator of the relevant pipeline in accordance
TR030002-000856-151216 TR030002 York Potash Ltd - Document 8.10 - Schedule of Changes to the Draft DCO.pdf:42: (2) Any proposed piling operations within—
TR030002-000856-151216 TR030002 York Potash Ltd - Document 8.10 - Schedule of Changes to the Draft DCO.pdf:43: (4) All piling within 10 metres of the centreline of the cats pipeline must be non-percussive.
TR030002-000856-151216 TR030002 York Potash Ltd - Document 8.10 - Schedule of Changes to the Draft DCO.pdf:47: © responding to the consultation on piling under paragraph 14;
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:14: Excavating and Piling in the proximity of the buried assets
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:17:9.0 Excavating and Piling in proximity of the buried assets
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:17:envisage that there will be no piling or excavations work within the easement. Any proposed piling
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:17:The guidance notes referred to in section 6.0 suggest that the proximity of piling activities to pipelines of
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:17:this nature does vary, but all state that piling can be carried out near to the pipeline, provided that an
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:17:(Continuous Flight Auger) piling will be used where necessary to minimise vibration. The guidance notes
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:17:trial piling study will be carried out to measure the vibration from various types of piling in these ground
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:18:and the procedure followed as set out for piling i.e. the asset to be physically exposed by hand digging
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:21:• Excavating and Piling in the proximity of the buried assets
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:24:8.0 Excavating and Piling in proximity of the buried assets
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:24:envisage that there will be no piling or excavations work within the easement. Any proposed piling
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:24:The guidance notes referred to in section 6.0 suggest that the proximity of piling activities to pipelines of
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:24:this nature does vary, but all state that piling can be carried out near to the pipeline, provided that an
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:24:(Continuous Flight Auger) piling will be used where necessary to minimise vibration. The guidance notes
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:25:trial piling study will be carried out to measure the vibration from various types of piling in these ground
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:25:and the procedure followed as set out for piling i.e. the asset to be physically exposed by hand digging
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:28:• Excavating and Piling in the proximity of the buried assets
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:33:11.0 Excavating and Piling in proximity of the buried assets
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:33:envisage that there will be no piling or excavations work within the easement. Any proposed piling
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:33:The guidance notes referred to in section 6.0 suggest that the proximity of piling activities to pipelines of
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:33:this nature does vary, but all state that piling can be carried out near to the pipeline, provided that an
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:33:(Continuous Flight Auger) piling will be used where necessary to minimise vibration. The guidance notes
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:33:trial piling study will be carried out to measure the vibration from various types of piling in these ground
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:34:and the procedure followed as set out for piling i.e. the asset to be physically exposed by hand digging
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:38:• Excavating and Piling in proximity of the Hot Metal Railway
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:41:7.0 Excavating and Piling in proximity of the Hot Metal Railway
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:41:The following section describes how excavation and piling associated with the construction of the
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:41:envisaged that there will be no piling or excavations work within the railway boundary.
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:41:In general any proposed piling operations or excavations within 1.5m of an asset, will require the asset to
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:42:It is the intention that bored or CFA piling will be used to minimise vibration around pipelines. The
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:42:A trial piling study will be carried out to measure the vibration from various types of piling in these ground
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:42:or obstruct the railway. For instance plant will be slew restricted and jibbed plant such as piling rigs sited
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:54:• Excavating and Piling in the proximity of the Access Road Bridge
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:57:7.0 Excavating and Piling in proximity of the Access Road Bridge
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:57:The following section describes how excavation and piling associated with the construction of the
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:57:envisaged that there will be no piling or excavations work within the highway boundary.
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:57:In general any proposed piling operations or excavations within 1.5m of an asset, will require the asset to
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:57:It is the intention that bored of CFA (Continuous Flight Auger) piling will be used where necessary to
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:57:minimise vibration. The guidance notes for piling adjacent to pipelines will be adopted. These guidance
TR030002-000760-Document 8.3 Appendix 3 - Constructability Notes.pdf:57:trial piling study will be carried out to measure the vibration from various types of piling in these ground
TR030002-000857-151216 TR030002 York Potash Ltd - Document 6.10A - Outline Construction Environmental Management Plan.pdf:20:12 A minimum of eight hours continuous break in every 24 hour period would be implemented where no impact piling is carried out.
TR030002-000857-151216 TR030002 York Potash Ltd - Document 6.10A - Outline Construction Environmental Management Plan.pdf:20: The use of noise reduction curtain over the hammer piling rig during percussive operations would be investigated; this can provide a minimum of
TR030002-000857-151216 TR030002 York Potash Ltd - Document 6.10A - Outline Construction Environmental Management Plan.pdf:22:20 No piling would be undertaken for three hours following low water between 1 March and 30 November. During May, no piling would take place.
TR030002-000857-151216 TR030002 York Potash Ltd - Document 6.10A - Outline Construction Environmental Management Plan.pdf:22: A minimum of eight hours continuous break in every 24 hour period would be implemented where no impact piling is carried out.
TR030002-000857-151216 TR030002 York Potash Ltd - Document 6.10A - Outline Construction Environmental Management Plan.pdf:25: Appropriate use of barriers around static construction equipment, i.e. generators, auger piling rigs etc.;
TR030002-000857-151216 TR030002 York Potash Ltd - Document 6.10A - Outline Construction Environmental Management Plan.pdf:25: Consideration into the use of noise reduction skirts over the hammer piling rig during percussive operations;
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.
TR030002-000857-151216 TR030002 York Potash Ltd - Document 6.10A - Outline Construction Environmental Management Plan.pdf:27: Existing buried assets would be exposed by hand in the areas where piling activities are in close proximity to them, prior to any piling
TR030002-000249-York Potash_RIES_25 Nov 2015.pdf:14: capital dredging and piling and the potential alteration of coastal
TR030002-000249-York Potash_RIES_25 Nov 2015.pdf:19: over a hammer piling rig during percussive operations for the quay.
TR030002-000249-York Potash_RIES_25 Nov 2015.pdf:19: piling proposed by the contractor. As this cannot be ascertained with
TR030002-000701-Environment Agency.pdf:15: re-suspension of sediment during capital dredging and piling;
TR030002-000701-Environment Agency.pdf:17:6.5. The generation of underwater noise during construction works is inevitable due to piling for the
TR030002-000701-Environment Agency.pdf:20: was undertaken using the INSPIRE model for impact piling.
TR030002-000701-Environment Agency.pdf:20:7.4. In order to assess the environmental effects from impact piling and dredging activities, the
TR030002-000701-Environment Agency.pdf:21:7.11. In order to prevent adverse impacts to adult migratory fish runs, no piling would be undertaken
TR030002-000701-Environment Agency.pdf:21: impact piling would take place in order to allow the migration of juvenile salmon and sea trout.
TR030002-000701-Environment Agency.pdf:21: These timing restrictions on piling activities were agreed with the Environment Agency prior to
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:19: during quay percussive piling and south conveyor option construction
TR030002-000434-ES Contents_index.pdf:19: (auger piling)
TR030002-000434-ES Contents_index.pdf:19: during quay percussive piling and north conveyor option construction
TR030002-000434-ES Contents_index.pdf:19: (auger piling)
TR030002-000434-ES Contents_index.pdf:19:Figure 9-6 Noise contour plot of mitigated quay percussive piling and south
TR030002-000434-ES Contents_index.pdf:19: conveyor construction piling
TR030002-000434-ES Contents_index.pdf:19:Figure 9-7 Noise contour plot of mitigated quay percussive piling and north
TR030002-000434-ES Contents_index.pdf:19: conveyor construction piling
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: piling
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
TR030002-000434-ES Contents_index.pdf:25:Table 14-25 Mitigated day noise impacts during Stage 2 quay percussive piling and
TR030002-000434-ES Contents_index.pdf:25: south conveyor route auger piling
TR030002-000434-ES Contents_index.pdf:25: piling and south conveyor route auger piling
TR030002-000434-ES Contents_index.pdf:25:Table 14-27 Mitigated day noise impacts during Stage 2 quay percussive piling and
TR030002-000434-ES Contents_index.pdf:25: north conveyor route auger piling
TR030002-000434-ES Contents_index.pdf:25: piling and north conveyor route auger piling
TR030002-000434-ES Contents_index.pdf:26:Figure 14-14 Noise contour plot of mitigated Stage 2 quay percussive piling and south
TR030002-000434-ES Contents_index.pdf:26:Figure 14-15 Noise contour plot of mitigated Stage 2 quay percussive piling and north
TR030002-000820-Document 4.1C - Draft Development Consent Order (Clean).pdf:54: Piling conditions
TR030002-000820-Document 4.1C - Draft Development Consent Order (Clean).pdf:54:agency protocol for minimising the risk of injury to marine mammals from piling noise’ (JNCC,
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:54:search prior to piling operations commencing, the establishment of a mitigation zone (i.e. an area
TR030002-000820-Document 4.1C - Draft Development Consent Order (Clean).pdf:54:in every 24 hour period where no impact piling is carried out and shall ensure that no more than one
TR030002-000820-Document 4.1C - Draft Development Consent Order (Clean).pdf:54:vessel is carrying out a piling operation at any one time.
TR030002-000820-Document 4.1C - Draft Development Consent Order (Clean).pdf:55: 33. The undertaker must ensure that no piling is to be undertaken for three hours following low
TR030002-000820-Document 4.1C - Draft Development Consent Order (Clean).pdf:55:water, nor during May and that any percussive piling is implemented using a “soft-stat” procedure.
TR030002-000820-Document 4.1C - Draft Development Consent Order (Clean).pdf:75: © details of methods and locations of any piling proposed to be undertaken under paragraph
TR030002-000820-Document 4.1C - Draft Development Consent Order (Clean).pdf:77: 12.—(1) Where piling is required within 1.5 metres of a pipe or which could have an effect on the
TR030002-000820-Document 4.1C - Draft Development Consent Order (Clean).pdf:77:consultation with the owner and operator of the relevant pipe such piling must be undertaken by
TR030002-000820-Document 4.1C - Draft Development Consent Order (Clean).pdf:77: (2) Details of proposed methods and locations for the piling referred to in sub-paragraph (1) must
TR030002-000820-Document 4.1C - Draft Development Consent Order (Clean).pdf:81: © responding to the consultation on piling under paragraph 12;
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:87: 2. Stockpiling provision to manage the daily and hourly flows of HGVs on the network.
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:107: using the same criteria adopted by NYCC when compiling their annual road casualty monitoring
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:157: with the Harbour facilities overland conveyor piling during the daytime, in the vicinity of Dormanstown,
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:157: during the conveyor piling works; however, cumulative impacts with the MHF would not arise, as MHF
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:158: appropriate use of barriers around static construction equipment (i.e. generators, auger piling rigs);
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:164: groundwater due to piling Harbour facilities Aquifer) – low sensitivity
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:165: Potential impacts on groundwater due to piling through contaminated ground for construction of the
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:167: to piling (groundwater and surface water) aquifer would be negligible.
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:167:9.3.11 The significance of the potential impact on groundwater due to foundations and piling is predicted to be
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:168: piling through potentially contaminated ground, topsoil stripping and disposal of spoil on the ground
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:199: operation of the Northern Gateway Container Terminal project (inclusive of piling operations to
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:200: operation of the QEII Berth project (inclusive of piling operations to represent a worst-case).
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:210: land quality, including the potential for the creation of contaminant pathways due to piling at Wilton and
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:212: and Access Statement states that the membrane will be resealed following the completion of piling.
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:212:19.2.12 Northern Gateway Container Terminal (ID No 173). It is likely that significant piling will be required in
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:212: impact which could be associated with risks to land quality due to piling activities (as a result of the
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:276: construction phases of one or more projects coincide, particularly if any piling works overlap. This is
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:276: the QEII Berth Development would not involve percussive piling. The marine licence for the QEII Berth
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:276: and percussive piling is proposed, then an application must be made to vary the marine licence.
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:276: and, potentially, an overall longer duration of piling impact. Without mitigation, the cumulative impact
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:276: prevent adverse impacts to adult migratory fish runs, no piling would be undertaken for three hours
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:276: following low water between 1 March and 30 November. In addition, during May, no piling would take
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:276: period would be implemented where no impact piling is carried out, which would also act to further
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
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:276: would include checking for marine mammals during a pre-piling search prior to piling operations
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:276:27.4.21 With regard to mitigation of cumulative impact, should the piling works for the Harbour facilities overlap
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:276: of works to ensure that sufficient windows of no piling noise were available to allow fish and seal
TR030002-000507-Doc 6.6 Environmental Statement_CIA.pdf:279:28.4.4 The cumulative noise assessment (Section 17) considered the cumulative impact of piling for the
TR030002-000458-ES Section 23 Impact interrelationships.pdf:3: dredging and piling resulting in an
TR030002-000758-Document 6.12 Mitigation and Monitoring Strategy.pdf:31:In addition, the proposed use of a noise reduction curtain over the hammer piling rig during percussive
TR030002-000758-Document 6.12 Mitigation and Monitoring Strategy.pdf:48:a noise reduction curtain over the hammer piling rig and controls over artificial lighting. We are not
TR030002-000838-SABIC UK Petrochemicals Ltd - Deadline 4 Submission.pdf:10: © details of methods and locations of any piling proposed to be undertaken under paragraph
TR030002-000838-SABIC UK Petrochemicals Ltd - Deadline 4 Submission.pdf:13:12. (1) Where piling is required within 1.5 metres of a pipeline or which could have an effect on the
TR030002-000838-SABIC UK Petrochemicals Ltd - Deadline 4 Submission.pdf:13: consultation with the owner and operator of the relevant pipeline such piling must be undertaken by
TR030002-000838-SABIC UK Petrochemicals Ltd - Deadline 4 Submission.pdf:13: (2) Details of proposed methods and locations for the piling referred to in sub-paragraph (1) must be
TR030002-000838-SABIC UK Petrochemicals Ltd - Deadline 4 Submission.pdf:18: © responding to the consultation on piling under paragraph 12;
TR030002-000834-Document 4.2B - Explanatory Memorandum (Tracked).pdf:24: vessel carrying out piling at any one time as requested by the MMO; and
TR030002-000512-Doc 6.6 App 6.2 In combination HGV.pdf:12:Construction Piling Rig Piling Rig 0 0 0 0 2 0 0 2 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:12:Construction Piling Rig Piling Rig 0 0 0 0 458 458 458 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TR030002-000512-Doc 6.6 App 6.2 In combination HGV.pdf:13: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:Piling for Other Structures 620 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 240 240 120 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TR030002-000371-141125_York_Potash_ExAs_Draft_DCO.PDF:55: Piling conditions
TR030002-000371-141125_York_Potash_ExAs_Draft_DCO.PDF:55:agency protocol for minimising the risk of injury to marine mammals from piling noise’ (JNCC,
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:55:search prior to piling operations commencing, the establishment of a mitigation zone (i.e. an area
TR030002-000371-141125_York_Potash_ExAs_Draft_DCO.PDF:55:break in every 24 hour period where no impact piling is carried out and shall ensure that no more
TR030002-000371-141125_York_Potash_ExAs_Draft_DCO.PDF:55:than one vessel is carrying out a piling operation at any one time.
TR030002-000371-141125_York_Potash_ExAs_Draft_DCO.PDF:56: 33. The undertaker must ensure that no piling is to be undertaken for three hours following low
TR030002-000371-141125_York_Potash_ExAs_Draft_DCO.PDF:56:water, nor during May and that any percussive piling is implemented using a “soft-start”
TR030002-000371-141125_York_Potash_ExAs_Draft_DCO.PDF:77:(n) piling within 10m of the cats pipeline;
TR030002-000371-141125_York_Potash_ExAs_Draft_DCO.PDF:78:(ee) details of methods and locations of any piling proposed to be undertaken under paragraph
TR030002-000371-141125_York_Potash_ExAs_Draft_DCO.PDF:81: 13.—(1) Where piling is required within 50 metres of the centreline of a pipeline or which could
TR030002-000371-141125_York_Potash_ExAs_Draft_DCO.PDF:81: (2) Any proposed piling operations within—
TR030002-000371-141125_York_Potash_ExAs_Draft_DCO.PDF:81: (4) All piling within 10 metres of the centreline of the cats pipeline must be non percussive.
TR030002-000371-141125_York_Potash_ExAs_Draft_DCO.PDF:85: © responding to the consultation on piling under paragraph 13;
TR030002-000427-Doc 4.1 Draft DCO (including requirements).pdf:37: Piling conditions
TR030002-000427-Doc 4.1 Draft DCO (including requirements).pdf:37:agency protocol for minimising the risk of injury to marine mammals from piling noise’ (JNCC,
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:37:search prior to piling operations commencing, the establishment of a mitigation zone (i.e. an area
TR030002-000427-Doc 4.1 Draft DCO (including requirements).pdf:37:break in every 24 hour period where no impact piling is carried out.
TR030002-000427-Doc 4.1 Draft DCO (including requirements).pdf:37: 34.The undertaker must ensure that no piling is to be undertaken for three hours following low
TR030002-000427-Doc 4.1 Draft DCO (including requirements).pdf:54: 12.Piling should not be carried out within 1.5 metres of the pipes without prior consultation with
TR030002-000427-Doc 4.1 Draft DCO (including requirements).pdf:54:the owner of the relevant pipe in the pipeline corridor. All piling are to be undertaken by non-
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:55: Piling conditions
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:55:agency protocol for minimising the risk of injury to marine mammals from piling noise’ (JNCC,
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:55:search prior to piling operations commencing, the establishment of a mitigation zone (i.e. an area
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:55:in every 24 hour period where no impact piling is carried out and shall ensure that no more than one
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:55:vessel is carrying out a piling operation at any one time.
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:56: 33. The undertaker must ensure that no piling is to be undertaken for three hours following low
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:56:water, nor during May and that any percussive piling is implemented using a “soft-start” procedure.
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:75: (b) piling within 10m of the cats pipeline;
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:77: © details of methods and locations of any piling proposed to be undertaken under paragraph
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:80: (3) All piling within 1.5 metres of the centreline of a pipeline must be non-percussive, save that
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:80:in the case of the cats pipeline all piling within 10 metres of the centreline of the cats pipeline must
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:80: 14.—(1) Where piling is required within 50 metres of the centreline of a pipeline or which could
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:80:proposed method for and location of the piling must be provided to the owner and operator of the
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:81: (2) Any proposed piling operations within—
TR030002-000897-160113_TR03002_Draft Development Consent Order (Clean).pdf:85: © responding to the consultation on piling under paragraph 14;
TR030002-000879-Document 8 12 - Applicants responses to other parties submissions for deadline 6.pdf:4: excavation, piling etc.
TR030002-000879-Document 8 12 - Applicants responses to other parties submissions for deadline 6.pdf:18:the largest difference between the two analysis in relation to the southern route relates to piling
TR030002-000879-Document 8 12 - Applicants responses to other parties submissions for deadline 6.pdf:18:inappropriate piling due to error in location of pipeline. If the pipeline locating provisions are
NGCT_Final_ES at KK with figs.pdf:11: 19.2.5 Potential impacts of piling on sites and features of ecological
NGCT_Final_ES at KK with figs.pdf:11: piling and capital dredging 389
NGCT_Final_ES at KK with figs.pdf:20:19.3 Predicted free-field receiver noise levels with piling and dredging and 384
NGCT_Final_ES at KK with figs.pdf:20:19.4 Predicted free-field construction receiver noise levels without piling 384
NGCT_Final_ES at KK with figs.pdf:20:19.5 Potentially sensitive locations at which the effects of piling noise have 387
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:52: • Required methods for foundation piling and drainage disposal to be agreed with LPA before work commenced.
NGCT_Final_ES at KK with figs.pdf:118: example, for the suspended concrete deck option extensive piling would be required
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: head level without noise associated with a piling hammer. However the assessment
NGCT_Final_ES at KK with figs.pdf:139: During the construction periods that may require piling to be undertaken, the impact
NGCT_Final_ES at KK with figs.pdf:278: installed. Therefore, it is recommended that a piling risk assessment be
NGCT_Final_ES at KK with figs.pdf:278: undertaken prior to the commencement of any piling activities in line with
NGCT_Final_ES at KK with figs.pdf:350: piling. An assessment of the potential for impact on waterbirds, and other
NGCT_Final_ES at KK with figs.pdf:371: due to the generation of noise and vibration, particularly the piling for the
NGCT_Final_ES at KK with figs.pdf:371: piling, in this context. The low frequency noise produced by ships propagates
NGCT_Final_ES at KK with figs.pdf:371: 3. Of greater potential concern is noise and vibration generated during the piling for
NGCT_Final_ES at KK with figs.pdf:372: 1. The construction works (with the exception of piling) would take place 24 hours a
NGCT_Final_ES at KK with figs.pdf:372: piling works will require lighting further out into the estuary than at present.
NGCT_Final_ES at KK with figs.pdf:407: concrete, piling, dredging, the noise from fixed and mobile plant on site, general
NGCT_Final_ES at KK with figs.pdf:407: 2. Noise generated by piling activities is often perceived as being the most
NGCT_Final_ES at KK with figs.pdf:407: most practicable method of piling that is adopted for the quay construction is
NGCT_Final_ES at KK with figs.pdf:407: determine which form of piling can be undertaken at the site. Should percussive
NGCT_Final_ES at KK with figs.pdf:407: the noise assessment and it has been assumed that percussive piling would be
NGCT_Final_ES at KK with figs.pdf:407: piling would be expected to be significantly greater than noise generated by
NGCT_Final_ES at KK with figs.pdf:407: of the initial 700m of quay) would last for an overall duration of 80 weeks. Piling,
NGCT_Final_ES at KK with figs.pdf:408: of quay) would last for an overall duration of 40 weeks. Piling is estimated to
NGCT_Final_ES at KK with figs.pdf:409: • Noise data for piling activities
NGCT_Final_ES at KK with figs.pdf:409: 13. Source noise data for noise from piling activities has been derived from BS
NGCT_Final_ES at KK with figs.pdf:409: Piling
NGCT_Final_ES at KK with figs.pdf:412: 5. The noisiest construction activity will be the piling which may be required for the
NGCT_Final_ES at KK with figs.pdf:412: construction of the quay. There would be two periods of piling required for the
NGCT_Final_ES at KK with figs.pdf:412: predict noise levels at the nearby houses associated with piling, but also
NGCT_Final_ES at KK with figs.pdf:412: 8. The piling operations for the end retaining walls of the quay are judged to be
NGCT_Final_ES at KK with figs.pdf:412: impulsive nature of the impact noise. All plant other than the piling and dredging
NGCT_Final_ES at KK with figs.pdf:412: the proposed development that do not involve piling are estimated to be 36
NGCT_Final_ES at KK with figs.pdf:412: weeks for Phase 1 (i.e. 80 week total period minus 44 weeks for piling) and 16
NGCT_Final_ES at KK with figs.pdf:412: weeks for Phase 2 (i.e. 40 week total period minus 24 weeks for piling).
NGCT_Final_ES at KK with figs.pdf:412: the construction works that do not involve piling, but with all other plant items
NGCT_Final_ES at KK with figs.pdf:413: with piling and dredging) and Table 19.4 (results for those periods without piling
NGCT_Final_ES at KK with figs.pdf:413:Table 19.3 Predicted free-field receiver noise levels with piling and dredging
NGCT_Final_ES at KK with figs.pdf:413: 12. Table 19.3 shows that for the construction works which include piling and
NGCT_Final_ES at KK with figs.pdf:413: Wilton Avenue, with the dominant noise being from piling activities. The
NGCT_Final_ES at KK with figs.pdf:413: 13. The predicted night-time construction noise levels, because piling would not take
NGCT_Final_ES at KK with figs.pdf:413:Table 19.4 Predicted free-field construction receiver noise levels without piling
NGCT_Final_ES at KK with figs.pdf:413: 14. Table 19.4 shows that for the construction works that do not include piling and
NGCT_Final_ES at KK with figs.pdf:414: involve piling, daytime noise levels will potentially increase by 1dB at Corncroft
NGCT_Final_ES at KK with figs.pdf:414: 16. During the period of the construction works that does not involve piling, ambient
NGCT_Final_ES at KK with figs.pdf:414: periods of the construction phase when piling is taking place, noise levels will
NGCT_Final_ES at KK with figs.pdf:414: construction that involves piling will increase this by 1dB.
NGCT_Final_ES at KK with figs.pdf:414: during the period of the construction works that involves piling.
NGCT_Final_ES at KK with figs.pdf:414: 20. It is therefore judged that during piling activities, the noise levels due to
NGCT_Final_ES at KK with figs.pdf:414: do not involve piling), the construction noise levels make no contribution to the
NGCT_Final_ES at KK with figs.pdf:416:19.2.5 Potential impacts of piling on sites and features of ecological interest
NGCT_Final_ES at KK with figs.pdf:416: several locations within the estuary, arising most particularly from the piling
NGCT_Final_ES at KK with figs.pdf:416: 3. The assessment of piling noise is based on source noise levels of 140dB as
NGCT_Final_ES at KK with figs.pdf:416: 4. The effect of piling that may be required for the quay face on noise levels at
NGCT_Final_ES at KK with figs.pdf:416: source of the piling to each potentially sensitive area defined (Table 19.5).
NGCT_Final_ES at KK with figs.pdf:416:Table 19.5 Potentially sensitive locations at which the effects of piling noise
NGCT_Final_ES at KK with figs.pdf:416:Receptor Approximate distance from proposed piling (m)
NGCT_Final_ES at KK with figs.pdf:416: 5. Table 19.6 shows that airborne noise levels from piling are significantly greater
NGCT_Final_ES at KK with figs.pdf:417: Location Existing measured background Piling noise (dB LAeq)
NGCT_Final_ES at KK with figs.pdf:417: caused by the piling impacts may be sufficient to temporarily disrupt feeding
NGCT_Final_ES at KK with figs.pdf:417: piling works due to the fact that the works will introduce a new source of noise to
NGCT_Final_ES at KK with figs.pdf:417: side of Seal Sands. Although the noise generated by piling would be noticeable
NGCT_Final_ES at KK with figs.pdf:418:19.2.6 Impacts associated with underwater noise as a consequence of piling and
NGCT_Final_ES at KK with figs.pdf:418: 1. Underwater noise generated by percussive piling that may be required to
NGCT_Final_ES at KK with figs.pdf:418: works is inevitable; should percussive piling be required for the quay face, this
NGCT_Final_ES at KK with figs.pdf:419: proposed quay does not require percussive piling methods, the significance of
NGCT_Final_ES at KK with figs.pdf:436: • Stockpiling and handling of loose materials.
NGCT_Final_ES at KK with figs.pdf:459: 6. Other than the avoidance of vibration during piling at the downstream end of the
NGCT_Final_ES at KK with figs.pdf:505:Impacts of piling on sites and Negligible to minor adverse depending on location of site None required. Negligible to minor adverse
NGCT_Final_ES at KK with figs.pdf:505:consequence of piling and
20171212 MMO Letter with additional comments Teesport Scoping.pdf:3:vibration and air marine piling which occurs during construction. The highly
20171212 MMO Letter with additional comments Teesport Scoping.pdf:3:quality audible percussive piling, in particular, has the potential to
20171212 MMO Letter with additional comments Teesport Scoping.pdf:3: guidance for the ‘soft-start’ approach to marine piling. The MMO
20171212 MMO Letter with additional comments Teesport Scoping.pdf:3: would support the use of Auger Piling, as the noise and vibration
20171212 MMO Letter with additional comments Teesport Scoping.pdf:3: disturbance is much lower than caused by other piling methods,
20171212 MMO Letter with additional comments Teesport Scoping.pdf:3: such as percussive piling.
20171212 MMO Letter with additional comments Teesport Scoping.pdf:3:Fisheries As piling is expected to be required for the construction of the
MLA_2020_00079-APPLICATION-FORM.pdf:17:In order to reflect the worst case with respect to the piling, for the purpose of the EIA, a
MLA_2020_00079-APPLICATION-FORM.pdf:20:piling, for the purpose of the EIA, a two phase approach has been assumed. The
IBPB8270R001F01_EIA REPORT(2).pdf:30:Piling
IBPB8270R001F01_EIA REPORT(2).pdf:30:three phases. In order to reflect the worst case with respect to the piling, for the purpose of the EIA, a two
IBPB8270R001F01_EIA REPORT(2).pdf:30:construction of the initial 700m of quay) would last for an overall duration of approximately 80 weeks. Piling
IBPB8270R001F01_EIA REPORT(2).pdf:30:overall duration of approximately 40 weeks. Piling for Phase 2 is estimated to take approximately 24 weeks
IBPB8270R001F01_EIA REPORT(2).pdf:30:Assuming a closed structural form, the piling of the combi-wall will be the first step which requires percussive
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: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:30:bedrock. As a result, piling will be undertaken intermittently, in between these activities. For the open
IBPB8270R001F01_EIA REPORT(2).pdf:75: capital dredging, reclamation and piling.
IBPB8270R001F01_EIA REPORT(2).pdf:103: contaminated and piling could lead to that context.
IBPB8270R001F01_EIA REPORT(2).pdf:103: Condition 9: Piling of foundations to be agreed with LPA.
IBPB8270R001F01_EIA REPORT(2).pdf:105: The MMO support the adoption of a ‘soft-start’ approach to any marine piling The assessment of impact with regard to
IBPB8270R001F01_EIA REPORT(2).pdf:105: which occurs during construction. The highly audible percussive piling, in noise from piling has been undertaken on a
IBPB8270R001F01_EIA REPORT(2).pdf:105: particular, has the potential to disturb, displace, injure or kill fish and marine worst-case basis assuming percussive piling.
IBPB8270R001F01_EIA REPORT(2).pdf:105: guidance for the ‘soft-start’ approach to marine piling. The MMO would support approach would be possible and therefore
IBPB8270R001F01_EIA REPORT(2).pdf:105: the use of Auger Piling, as the noise and vibration disturbance is much lower this technique has been considered as
IBPB8270R001F01_EIA REPORT(2).pdf:105: than caused by other piling methods, such as percussive piling. mitigation, where required.
IBPB8270R001F01_EIA REPORT(2).pdf:127:Piling and reclamation
IBPB8270R001F01_EIA REPORT(2).pdf:131:In order to assess the environmental effects that impact piling and dredging could have on marine mammals,
IBPB8270R001F01_EIA REPORT(2).pdf:131:Modelling of underwater noise from piling operations shows that for the York Potash Harbour Facilities
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:The largest estimated ranges out to which traumatic hearing damage may occur from impact piling of a
IBPB8270R001F01_EIA REPORT(2).pdf:132:Modelling for behavioural response shows that the impact range from impact piling for harbour seal is
IBPB8270R001F01_EIA REPORT(2).pdf:132:Using the M-Weighted SEL for assessing auditory injury in marine mammals from impact piling, the ranges
IBPB8270R001F01_EIA REPORT(2).pdf:132:It should be recognised that piling activities would not represent a constant noise source, and there would
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:movement of seals up and down the estuary. In addition, the noise disturbance to seals due to piling and
IBPB8270R001F01_EIA REPORT(2).pdf:132:piling noise’ (JNCC, 2010) during the piling works. This would include checking for marine mammals during
IBPB8270R001F01_EIA REPORT(2).pdf:132:a pre-piling search prior to piling operations commencing, the establishment of a mitigation zone (i.e. an
IBPB8270R001F01_EIA REPORT(2).pdf:132:estimated six to 12 weeks), it is concluded that the soft start approach to piling would be appropriate given
IBPB8270R001F01_EIA REPORT(2).pdf:132:either visually and/or acoustically monitors before piling commences. The guidance states that the radius
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:133:are satisfied the animals have left the mitigation zone before they advise the crew to commence piling
IBPB8270R001F01_EIA REPORT(2).pdf:133:activities. The JNCC’s guidance also notes that when piling at full power, there is no requirement to cease
IBPB8270R001F01_EIA REPORT(2).pdf:133:piling or reduce the power if a marine mammal is detected in the mitigation zone (it is deemed to have
IBPB8270R001F01_EIA REPORT(2).pdf:133:The potential therefore exists for noise created by the NGCT scheme (particularly that arising from the piling
IBPB8270R001F01_EIA REPORT(2).pdf:134:The spatial extent of underwater noise and vibration impacts on benthic receptors as a result of piling
IBPB8270R001F01_EIA REPORT(2).pdf:134:disturbance to marine invertebrates would also be temporary. In addition, the piling would not be continuous
IBPB8270R001F01_EIA REPORT(2).pdf:134:over the construction period; there would be times when piling is not being undertaken, for example, when
IBPB8270R001F01_EIA REPORT(2).pdf:134:the piling rig is being moved to a new location. Piling would also be undertaken within a localised area of
IBPB8270R001F01_EIA REPORT(2).pdf:134:effect (from piling and shipping movements) is considered to be low; therefore, in accordance with the impact
IBPB8270R001F01_EIA REPORT(2).pdf:134:far as practicable. PDT proposes to adopt a soft-start approach to piling, however it is currently unknown
IBPB8270R001F01_EIA REPORT(2).pdf:161: Location Existing measured background noise Predicted noise level from piling (dB LAeq)
IBPB8270R001F01_EIA REPORT(2).pdf:161:response to waterbirds at Seal Sands or North Gare Sands as a result of the proposed piling. Closer to the
IBPB8270R001F01_EIA REPORT(2).pdf:161:For the purposes of the assessment and on a precautionary basis, it has been assumed that the piling works
IBPB8270R001F01_EIA REPORT(2).pdf:161:take place over some or all of the winter period. As reported in Section 3, piling for the quay terminal is
IBPB8270R001F01_EIA REPORT(2).pdf:161:detailed in Section 3 however, percussive piling would be very much an intermittent activity over this period.
IBPB8270R001F01_EIA REPORT(2).pdf:162:monitored during a period of percussive piling at Conoco-Phillips (approximately 270m away) (see Figure
IBPB8270R001F01_EIA REPORT(2).pdf:162:11.4). On all four of the monitoring visits (undertaken at the start and during the piling), there was no evident
IBPB8270R001F01_EIA REPORT(2).pdf:162:Gut. The use of a noise reduction curtain over the hammer piling rig during percussive operations will also
IBPB8270R001F01_EIA REPORT(2).pdf:162:BS5228 and both models assumed percussive piling would be used). The findings from the York Potash
IBPB8270R001F01_EIA REPORT(2).pdf:163:Figure 11.4 Location plan showing 2004 bird monitoring and piling locations
IBPB8270R001F01_EIA REPORT(2).pdf:163:the overriding consequence of the generation of noise during piling (as well as the dredging and construction
IBPB8270R001F01_EIA REPORT(2).pdf:168: As piling is expected to be required for the construction of the quay wall, the MMO
IBPB8270R001F01_EIA REPORT(2).pdf:169: The MMO supports the adoption of a ‘soft-start’ approach to any marine piling
IBPB8270R001F01_EIA REPORT(2).pdf:169: which occurs during construction. The highly audible percussive piling, in
IBPB8270R001F01_EIA REPORT(2).pdf:190:The construction works (with the exception of piling) would take place 24 hours a day and therefore lighting
IBPB8270R001F01_EIA REPORT(2).pdf:190:movements within the river; however, the reclamation (if required) and piling works will require lighting
IBPB8270R001F01_EIA REPORT(2).pdf:192:maximum traumatic hearing damage impact range from piling is 18m and 56m (with specific regard to
IBPB8270R001F01_EIA REPORT(2).pdf:192:The estimated impact ranges from impact piling within which a behavioural response could be anticipated
IBPB8270R001F01_EIA REPORT(2).pdf:192:traumatic injury could arise if fish are located within very close proximity to the source of the impact piling
IBPB8270R001F01_EIA REPORT(2).pdf:192:species in comparison with traumatic injury (from impact piling), due to the larger modelled impact range for
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:192:repositioning the piling barge) will provide opportunity for the unimpeded movement of fish species within
IBPB8270R001F01_EIA REPORT(2).pdf:192:the estuary; the impact will also be temporary, lasting for the duration of piling works. It should be noted
IBPB8270R001F01_EIA REPORT(2).pdf:192:It is predicted that the overriding consequence of the generation of noise during piling operations (as well
IBPB8270R001F01_EIA REPORT(2).pdf:192:In order to minimise the risk of traumatic injury or impairment to fish from the proposed impact piling, a soft
IBPB8270R001F01_EIA REPORT(2).pdf:192:agency protocol for minimising the risk of injury to marine mammals from impact piling’). Although this
IBPB8270R001F01_EIA REPORT(2).pdf:192:adoption of soft start techniques for piling) would allow any resident species to leave the area of greatest
IBPB8270R001F01_EIA REPORT(2).pdf:192:move out of the area (thus avoiding impacts from occurring) prior to the noise from the piling reaching its
IBPB8270R001F01_EIA REPORT(2).pdf:193:resident species would be minor adverse as a result of the proposed piling activity.
IBPB8270R001F01_EIA REPORT(2).pdf:226:The proposed dredging, reclamation and piling activities have the potential to impact water quality by
IBPB8270R001F01_EIA REPORT(2).pdf:260:of quay) would last for an overall duration of 80 weeks. Piling, which is expected to be the most significant
IBPB8270R001F01_EIA REPORT(2).pdf:260:for an overall duration of 40 weeks. Piling is estimated to take approximately 24 weeks within this period.
IBPB8270R001F01_EIA REPORT(2).pdf:273:Harbour Facilities schemes, should the construction phases of these projects (particularly any piling works)
IBPB8270R001F01_EIA REPORT(2).pdf:273:Harbour Facilities. If the piling associated with both schemes overlaps, there is likely to be increased
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:273:checking for marine mammals during a pre-piling search prior to piling operations commencing, the
IBPB8270R001F01_EIA REPORT(2).pdf:277: container terminal and landside elements (i.e. piling).
IBPB8270R001F01_EIA REPORT(2).pdf:277:as a result of piling required for the land side elements of the proposed scheme. As noted in Section 1, the
IBPB8270R001F01_EIA REPORT(2).pdf:283: of the Birds Directive for the reclamation and piling impacting on waterbird
IBPB8270R001F01_EIA REPORT(2).pdf:291: and piling works (water quality reductions and underwater noise generation).
IBPB8270R001F01_EIA REPORT(2).pdf:296:With regard to underwater noise from piling, the assessment presented in Section 12.5 concludes that
IBPB8270R001F01_EIA REPORT(2).pdf:296:traumatic injury (from impact piling) due to the larger modelled impact range for behavioural response. Piling
IBPB8270R001F01_EIA REPORT(2).pdf:296:repositioning the rig and overnight when no piling would be undertaken) would provide the opportunity for
IBPB8270R001F01_EIA REPORT(2).pdf:296:In conclusion, it is predicted that the overriding consequence of the generation of noise during piling
IBPB8270R001F01_EIA REPORT(2).pdf:297:exception of piling) will take place 24 hours a day and, therefore, lighting will be required at night during this
IBPB8270R001F01_EIA REPORT(2).pdf:297:the quay side; however, the reclamation and piling works will require lighting further out into the estuary than
IBPB8270R001F01_EIA REPORT(2).pdf:301:lagoon, based on knowledge of the predicted impact of the percussive piling for the quay for the Harbour
IBPB8270R001F01_EIA REPORT(2).pdf:303:any piling works) overlap.
IBPB8270R001F01_EIA REPORT(2).pdf:304:Harbour Facilities. If the piling associated with both schemes overlaps, there is likely to be increased
IBPB8270R001F01_EIA REPORT(2).pdf:304:that noise levels from impact piling are likely to create the largest noise levels and impact ranges, with noise
IBPB8270R001F01_EIA REPORT(2).pdf:304:levels predicted to be higher at high tide and when piling is closest to open water (i.e. at the eastern extent
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:307:the risk of injury to marine mammals from piling noise
IBPB8270R001F01_EIA REPORT(2).pdf:314:unless the method for piling foundations for that part has been submitted to and
IBPB8270R001F01_EIA REPORT(2).pdf:314:approved in writing by the Local Planning Authority. The piling shall thereafter be
IBPB8270R001F01_EIA REPORT(2).pdf:314:REASON: The site is contaminated/potentially contaminated and piling could lead
IBPB8270R001F01_EIA REPORT(2).pdf:317:percussive piling operations on the new NGCT quay frontage.
IBPB8270R001F01_EIA REPORT(2).pdf:317:consequent waterbird disturbance derived from piling operations.
IBPB8270R001F01_EIA REPORT(2).pdf:323: augured piling which would reduce noise emissions.
IBPB8270R001F01_EIA REPORT(2).pdf:323: scenario and assume percussive piling.
IBPB8270R001F01_EIA REPORT(2).pdf:329:vibration and air marine piling which occurs during construction. The highly
IBPB8270R001F01_EIA REPORT(2).pdf:329:quality audible percussive piling, in particular, has the potential to
IBPB8270R001F01_EIA REPORT(2).pdf:329: guidance for the ‘soft-start’ approach to marine piling. The MMO
IBPB8270R001F01_EIA REPORT(2).pdf:329: would support the use of Auger Piling, as the noise and vibration
IBPB8270R001F01_EIA REPORT(2).pdf:329: disturbance is much lower than caused by other piling methods,
IBPB8270R001F01_EIA REPORT(2).pdf:329: such as percussive piling.
IBPB8270R001F01_EIA REPORT(2).pdf:329:Fisheries As piling is expected to be required for the construction of the
IBPB8270R001F01_EIA REPORT(2).pdf:335: and piling activities. SR and MP both reiterated that such restrictions
IBPB8270R001F01_EIA REPORT(2).pdf:335: case basis, assuming percussive piling.
IBPB8270R001F01_EIA REPORT(2).pdf:391:The form of construction to be adopted will be determined during the detailed design phase. Piling for
IBPB8270R001F01_EIA REPORT(2).pdf:392:piling hammer.
IBPB8270R001F01_EIA REPORT(2).pdf:506: 3.2 Modelling of impact piling…………………………………………………………………………………… 10
IBPB8270R001F01_EIA REPORT(2).pdf:508:impact piling and dredging activities.
IBPB8270R001F01_EIA REPORT(2).pdf:510:from impact piling and dredging operations. This modelling was carried out using
IBPB8270R001F01_EIA REPORT(2).pdf:510:Subacoustech’s INSPIRE model for impact piling operations and the openly available RAMSGeo
IBPB8270R001F01_EIA REPORT(2).pdf:510:characterise sound transients from impulsive sources such as impact piling and seismic airgun
IBPB8270R001F01_EIA REPORT(2).pdf:510:When assessing the noise from transient sources such as blast waves, impact piling, or seismic
IBPB8270R001F01_EIA REPORT(2).pdf:510:to develop an interim exposure criterion for assessing the injury range for fish from impact piling
IBPB8270R001F01_EIA REPORT(2).pdf:511:UK. INSPIRE is designed to model and predict the propagation of underwater impact piling
IBPB8270R001F01_EIA REPORT(2).pdf:511:The parameters and assumptions used within the INSPIRE model for impact piling are outlined
IBPB8270R001F01_EIA REPORT(2).pdf:511:energy for this option has been assumed to be 125kJ, based on piling operations sampled
IBPB8270R001F01_EIA REPORT(2).pdf:511:Table 2-1 INSPIRE input parameters for impact piling
IBPB8270R001F01_EIA REPORT(2).pdf:511:source. As the INSPIRE model is predominantly used and set up to model impact piling noise,
IBPB8270R001F01_EIA REPORT(2).pdf:513:Figure 2-1 Power Spectral Density from measurement taken of impact piling in the River
IBPB8270R001F01_EIA REPORT(2).pdf:517:levels for the proposed impact piling operation and dredging activities. The modelling results
IBPB8270R001F01_EIA REPORT(2).pdf:517:with the impact piling, typically much higher than background noise.
IBPB8270R001F01_EIA REPORT(2).pdf:517:3.2 Modelling of impact piling
IBPB8270R001F01_EIA REPORT(2).pdf:517:impact piling, using an impact piling hammer with energy of 125kJ for a 914mm diameter sized
IBPB8270R001F01_EIA REPORT(2).pdf:517: piling operations for a 914mm diameter pile
IBPB8270R001F01_EIA REPORT(2).pdf:517:Impact Piling (914
IBPB8270R001F01_EIA REPORT(2).pdf:518: piling operations for a 2000 mm diameter pile
IBPB8270R001F01_EIA REPORT(2).pdf:518:Impact Piling (2000
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:shown for the modelled propagation of unweighted peak-to-peak SPLs from the impact piling of a
IBPB8270R001F01_EIA REPORT(2).pdf:518:It should be noted that the predicted noise levels due to impact piling operations will exceed the
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:521:As with the impact piling results, the minimum range reaches a limit. Three representative
IBPB8270R001F01_EIA REPORT(2).pdf:522:INSPIRE modelled impact piling transects.
IBPB8270R001F01_EIA REPORT(2).pdf:524:against a similar impact piling project undertaken in the River Thames, for which measurements
IBPB8270R001F01_EIA REPORT(2).pdf:524: RAMSGeo models for impact piling noise propagation in the River Thames
IBPB8270R001F01_EIA REPORT(2).pdf:525:modelled outputs from the INSPIRE and RAMSGeo models with regard to impact piling. The
IBPB8270R001F01_EIA REPORT(2).pdf:525:Figure 4-2 Comparison between INSPIRE and RAMSGeo modelling of an impact piling
IBPB8270R001F01_EIA REPORT(2).pdf:526:impact piling, as these sources are likely to have the greatest environmental impact and
IBPB8270R001F01_EIA REPORT(2).pdf:527:In order to assess the environmental effects that impact piling and dredging activities are likely to
IBPB8270R001F01_EIA REPORT(2).pdf:527:additional small amount of information on fish kill as a result of impact piling. All the data
IBPB8270R001F01_EIA REPORT(2).pdf:527:of these results to the reality of reactions by wild fish exposed to piling in UK waters is very
IBPB8270R001F01_EIA REPORT(2).pdf:532:impact piling and dredging related noise.
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:to be reached for the proposed impact piling operations. Table 6-1 and Table 6-2 present a
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:in relation to impact piling.
IBPB8270R001F01_EIA REPORT(2).pdf:533:Table 6-3 Summary of the modelled ranges for 130 dBht(Species) levels for impact piling
IBPB8270R001F01_EIA REPORT(2).pdf:533: Impact Piling Impact Piling
IBPB8270R001F01_EIA REPORT(2).pdf:533:6.3.2 Behavioural response: impact piling
IBPB8270R001F01_EIA REPORT(2).pdf:533:ranges for behavioural response for the species of interest from impact piling operations.
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:534: Impact Piling North Position South Position
IBPB8270R001F01_EIA REPORT(2).pdf:535: piling of a 2000 mm diameter pile (see previous section for explanation of *
IBPB8270R001F01_EIA REPORT(2).pdf:535: Impact Piling North Position South Position
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:assumptions above, for the impact piling of a 914mm diameter pile. The maximum range for
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:Table 6-7 Summary of impact ranges from impact piling operations for a 914mm
IBPB8270R001F01_EIA REPORT(2).pdf:543:Table 6-8 Summary of impact ranges from impact piling operations for a 2000mm
IBPB8270R001F01_EIA REPORT(2).pdf:544:activities that have been assessed include impact piling, suction dredging and backhoe dredging.
IBPB8270R001F01_EIA REPORT(2).pdf:544:Modelling of underwater noise form impact piling operations show that, using unweighted SPLpeak
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:544:22m at which a startle response is likely to be invoked in fish. For the impact piling of a 2000mm
IBPB8270R001F01_EIA REPORT(2).pdf:544:piling using the 130 dBht(Species) criteria have been calculated to be a maximum of 18m 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:two species. The estimated behavioural impact ranges from impact piling operations 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:Using the M-Weighted SEL for assessing auditory injury in marine mammals from impact piling
IBPB8270R001F01_EIA REPORT(2).pdf:545:maximum impact range for the multiple pulse SEL over the full piling duration is estimated to be
IBPB8270R001F01_EIA REPORT(2).pdf:601: Compiling, reviewing and updating this WSI following consultation with PD Teesport, the LPA and the
IBPB8270R001F01_EIA REPORT(2).pdf:617: Obstructions encountered on the seafloor during piling for the quay face, for example.
IBPB8270R001F01_EIA REPORT(2).pdf:619: Compiling Preliminary Record Sheets for discoveries; and
IBPB8270R001F01_EIA REPORT(2).pdf:619:intrusive works (dredging or piling) will need to cease in the vicinity of this position and the position of the
IBPB8270R001F01_EIA REPORT(2).pdf:623:Date: Time of compiling information:
IBPB8270R001F01_EIA REPORT(2).pdf:632: the proposed NGCT footprint. The TRT is investigating the Yes – the piling could No - control measures will
IBPB8270R001F01_EIA REPORT(2).pdf:633:Construction and presence of new container terminal source of contaminants into the subsurface. Piling could introduce a pathway
IBPB8270R001F01_EIA REPORT(2).pdf:633:Construction of landside elements source of contaminants into the subsurface. Piling could introduce a pathway
IBPB8270R001F01_EIA REPORT(2).pdf:634: (i.e. piling).
IBPB8270R001F01_EIA REPORT(2).pdf:637:noise and vibration, particularly the piling for the construction of the quay wall. In addition, the container
IBPB8270R001F01_EIA REPORT(2).pdf:638:the impact piling noise. The modelling work predicted that there is greater potential for behavioural
IBPB8270R001F01_EIA REPORT(2).pdf:638:response within fish species in comparison with traumatic injury (from impact piling), due to the larger
IBPB8270R001F01_EIA REPORT(2).pdf:638:It should be noted that piling activities would not present a constant noise source and those periods
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:of piling works. It should also be noted that the piling activity would not be undertaken 24 hours a day.
IBPB8270R001F01_EIA REPORT(2).pdf:638:There would be a number of hours over the night time period where no piling would be undertaken
IBPB8270R001F01_EIA REPORT(2).pdf:638:distribution within the estuary. In addition, a soft start approach would be adopted within the piling
IBPB8270R001F01_EIA REPORT(2).pdf:638:Procedures for the Management of Land Contamination (CLR11) and in particular a piling risk assessment
IBPB8270R001F01_EIA REPORT(2).pdf:638:be undertaken prior to the commencement of any piling activities in line with Environment Agency
IBPB8270R001F01_EIA REPORT(2).pdf:639:A piling risk assessment has also been proposed to ensure no effects on the chemical quality of the
IBPB8270R001F01_EIA REPORT(2).pdf:657: Is in an estuary and could affect fish in the estuary, outside the ✓ Yes – the quay wall will require piling. This could form a barrier These activities will
IBPB8270R001F01_EIA REPORT(2).pdf:657: estuary but could delay or prevent fish entering it or could affect for migrating fish. Piling could also affect fish behaviour. See not occur in this water
IBPB8270R001F01_EIA REPORT(2).pdf:662: container terminal which includes piling, has the potential to increase the release and
IBPB8270R001F01_EIA REPORT(2).pdf:663: Chemical Yes Piling could create a pathway for chemical contamination of the ground water
IBPB8270R001F01_EIA REPORT(2).pdf:669: container terminal which includes piling, has the potential to increase the release and
IBPB8270R001F01_EIA REPORT(2).pdf:670: Chemical Yes There is the potential for any piling or excavation undertaken to create a temporary pathway for ground
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:10: piling
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:10:as a result of piling or other noisy activities covered by this application”.
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:20: • Percussive piling activities required for the installation of tubular and sheet
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:20: soft-start procedures. Should percussive piling be required during the months
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:20: of May, July and August then the duration of percussive piling must not
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:20: exceed 120 minutes in any 24 hour period. Employ a soft start piling approach
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:20: • No piling to be undertaken at night
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:22:representing the most harm and the need for piling. EA were aware that the final
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:23: impact piling should take place for 3 hours following low water to allow
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:23: • During the month of May, in any given year, no percussive or impact piling
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:23: should take place at all. If this is not possible then no piling of any types
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:23: To protect migratory fish. The associated noises of piling activity can be
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:23:advised that based on the piling durations and working hours, there would be
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:23:approximately 140 minutes of percussive piling per month. The underwater noise
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:23:EA reviewed the underwater noise report and accepted that the piling activity is over
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:23:However, during the days that impact piling occurs uncertainties remained regarding
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:23:the way fish will respond to encountering the first phase of piling activity and if they
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:23:welcomed the cessation of night-time piling but advised that according to their
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:23:protection but enable a substantial working window for percussive piling activity.
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:24:piling to be carried out in certain months but aren’t pushing this and are not
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:24:piling restrictions must be conditioned in order to mitigate impacts on migratory fish:
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:24: • “Between 1 March and 30 November, in any given year, no piling of any type
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:24: • During the month of May, no impact piling must take place at all.
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:24: • Additionally, during the month of May, no piling of any type must take place
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:24:using the best available technology to minimise impacts and keep impact piling
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:24:within acceptable levels. The applicant has reduced impact piling as much as
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:25: • Percussive piling activities required for the installation of tubular and sheet
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:25: soft-start procedures. Should percussive piling be required during the months
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:25: of May, July and August then the duration of percussive piling must not
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:25: exceed 120 minutes in any 24 hour period – This will minimise piling as much
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:25: • No piling would be undertaken at night – Night time is when many mobile
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:27:piling on marine mammals, fish and marine invertebrates could lead to moderate
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:27:adverse effects. However, following mitigation (soft start piling techniques), the effect
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:27:support the proposed mitigation (soft start piling techniques), they have some
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:28: • “Between 1 March and 30 November, in any given year, no piling of any type
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:28: • During the month of May, no impact piling must take place at all.
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:28: • Additionally, during the month of May, no piling of any type must take place
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:28: • Percussive piling activities required for the installation of tubular and sheet
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:28: minimise the duration of percussive piling required for each pile and must use
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:28: soft-start procedures. Should percussive piling be required during the months
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:28: of May, July and August then the duration of percussive piling must not
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:28: exceed 120 minutes in any 24 hour period – This will minimise piling as much
20220302_EIA_Consent_Decision_Response MLA202000079.pdf:28: • No piling would be undertaken at night - Night time is when many mobile
I&BPB8270MM001F0.1.pdf:3: augured piling which would reduce noise emissions.
I&BPB8270MM001F0.1.pdf:3: scenario and assume percussive piling.
IBPB8270R001F01_EIA REPORT.pdf:30:Piling
IBPB8270R001F01_EIA REPORT.pdf:30:three phases. In order to reflect the worst case with respect to the piling, for the purpose of the EIA, a two
IBPB8270R001F01_EIA REPORT.pdf:30:construction of the initial 700m of quay) would last for an overall duration of approximately 80 weeks. Piling
IBPB8270R001F01_EIA REPORT.pdf:30:overall duration of approximately 40 weeks. Piling for Phase 2 is estimated to take approximately 24 weeks
IBPB8270R001F01_EIA REPORT.pdf:30:Assuming a closed structural form, the piling of the combi-wall will be the first step which requires percussive
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: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:30:bedrock. As a result, piling will be undertaken intermittently, in between these activities. For the open
IBPB8270R001F01_EIA REPORT.pdf:75: capital dredging, reclamation and piling.
IBPB8270R001F01_EIA REPORT.pdf:103: contaminated and piling could lead to that context.
IBPB8270R001F01_EIA REPORT.pdf:103: Condition 9: Piling of foundations to be agreed with LPA.
IBPB8270R001F01_EIA REPORT.pdf:105: The MMO support the adoption of a ‘soft-start’ approach to any marine piling The assessment of impact with regard to
IBPB8270R001F01_EIA REPORT.pdf:105: which occurs during construction. The highly audible percussive piling, in noise from piling has been undertaken on a
IBPB8270R001F01_EIA REPORT.pdf:105: particular, has the potential to disturb, displace, injure or kill fish and marine worst-case basis assuming percussive piling.
IBPB8270R001F01_EIA REPORT.pdf:105: guidance for the ‘soft-start’ approach to marine piling. The MMO would support approach would be possible and therefore
IBPB8270R001F01_EIA REPORT.pdf:105: the use of Auger Piling, as the noise and vibration disturbance is much lower this technique has been considered as
IBPB8270R001F01_EIA REPORT.pdf:105: than caused by other piling methods, such as percussive piling. mitigation, where required.
IBPB8270R001F01_EIA REPORT.pdf:127:Piling and reclamation
IBPB8270R001F01_EIA REPORT.pdf:131:In order to assess the environmental effects that impact piling and dredging could have on marine mammals,
IBPB8270R001F01_EIA REPORT.pdf:131:Modelling of underwater noise from piling operations shows that for the York Potash Harbour Facilities
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:The largest estimated ranges out to which traumatic hearing damage may occur from impact piling of a
IBPB8270R001F01_EIA REPORT.pdf:132:Modelling for behavioural response shows that the impact range from impact piling for harbour seal is
IBPB8270R001F01_EIA REPORT.pdf:132:Using the M-Weighted SEL for assessing auditory injury in marine mammals from impact piling, the ranges
IBPB8270R001F01_EIA REPORT.pdf:132:It should be recognised that piling activities would not represent a constant noise source, and there would
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:movement of seals up and down the estuary. In addition, the noise disturbance to seals due to piling and
IBPB8270R001F01_EIA REPORT.pdf:132:piling noise’ (JNCC, 2010) during the piling works. This would include checking for marine mammals during
IBPB8270R001F01_EIA REPORT.pdf:132:a pre-piling search prior to piling operations commencing, the establishment of a mitigation zone (i.e. an
IBPB8270R001F01_EIA REPORT.pdf:132:estimated six to 12 weeks), it is concluded that the soft start approach to piling would be appropriate given
IBPB8270R001F01_EIA REPORT.pdf:132:either visually and/or acoustically monitors before piling commences. The guidance states that the radius
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:133:are satisfied the animals have left the mitigation zone before they advise the crew to commence piling
IBPB8270R001F01_EIA REPORT.pdf:133:activities. The JNCC’s guidance also notes that when piling at full power, there is no requirement to cease
IBPB8270R001F01_EIA REPORT.pdf:133:piling or reduce the power if a marine mammal is detected in the mitigation zone (it is deemed to have
IBPB8270R001F01_EIA REPORT.pdf:133:The potential therefore exists for noise created by the NGCT scheme (particularly that arising from the piling
IBPB8270R001F01_EIA REPORT.pdf:134:The spatial extent of underwater noise and vibration impacts on benthic receptors as a result of piling
IBPB8270R001F01_EIA REPORT.pdf:134:disturbance to marine invertebrates would also be temporary. In addition, the piling would not be continuous
IBPB8270R001F01_EIA REPORT.pdf:134:over the construction period; there would be times when piling is not being undertaken, for example, when
IBPB8270R001F01_EIA REPORT.pdf:134:the piling rig is being moved to a new location. Piling would also be undertaken within a localised area of
IBPB8270R001F01_EIA REPORT.pdf:134:effect (from piling and shipping movements) is considered to be low; therefore, in accordance with the impact
IBPB8270R001F01_EIA REPORT.pdf:134:far as practicable. PDT proposes to adopt a soft-start approach to piling, however it is currently unknown
IBPB8270R001F01_EIA REPORT.pdf:161: Location Existing measured background noise Predicted noise level from piling (dB LAeq)
IBPB8270R001F01_EIA REPORT.pdf:161:response to waterbirds at Seal Sands or North Gare Sands as a result of the proposed piling. Closer to the
IBPB8270R001F01_EIA REPORT.pdf:161:For the purposes of the assessment and on a precautionary basis, it has been assumed that the piling works
IBPB8270R001F01_EIA REPORT.pdf:161:take place over some or all of the winter period. As reported in Section 3, piling for the quay terminal is
IBPB8270R001F01_EIA REPORT.pdf:161:detailed in Section 3 however, percussive piling would be very much an intermittent activity over this period.
IBPB8270R001F01_EIA REPORT.pdf:162:monitored during a period of percussive piling at Conoco-Phillips (approximately 270m away) (see Figure
IBPB8270R001F01_EIA REPORT.pdf:162:11.4). On all four of the monitoring visits (undertaken at the start and during the piling), there was no evident
IBPB8270R001F01_EIA REPORT.pdf:162:Gut. The use of a noise reduction curtain over the hammer piling rig during percussive operations will also
IBPB8270R001F01_EIA REPORT.pdf:162:BS5228 and both models assumed percussive piling would be used). The findings from the York Potash
IBPB8270R001F01_EIA REPORT.pdf:163:Figure 11.4 Location plan showing 2004 bird monitoring and piling locations
IBPB8270R001F01_EIA REPORT.pdf:163:the overriding consequence of the generation of noise during piling (as well as the dredging and construction
IBPB8270R001F01_EIA REPORT.pdf:168: As piling is expected to be required for the construction of the quay wall, the MMO
IBPB8270R001F01_EIA REPORT.pdf:169: The MMO supports the adoption of a ‘soft-start’ approach to any marine piling
IBPB8270R001F01_EIA REPORT.pdf:169: which occurs during construction. The highly audible percussive piling, in
IBPB8270R001F01_EIA REPORT.pdf:190:The construction works (with the exception of piling) would take place 24 hours a day and therefore lighting
IBPB8270R001F01_EIA REPORT.pdf:190:movements within the river; however, the reclamation (if required) and piling works will require lighting
IBPB8270R001F01_EIA REPORT.pdf:192:maximum traumatic hearing damage impact range from piling is 18m and 56m (with specific regard to
IBPB8270R001F01_EIA REPORT.pdf:192:The estimated impact ranges from impact piling within which a behavioural response could be anticipated
IBPB8270R001F01_EIA REPORT.pdf:192:traumatic injury could arise if fish are located within very close proximity to the source of the impact piling
IBPB8270R001F01_EIA REPORT.pdf:192:species in comparison with traumatic injury (from impact piling), due to the larger modelled impact range for
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:192:repositioning the piling barge) will provide opportunity for the unimpeded movement of fish species within
IBPB8270R001F01_EIA REPORT.pdf:192:the estuary; the impact will also be temporary, lasting for the duration of piling works. It should be noted
IBPB8270R001F01_EIA REPORT.pdf:192:It is predicted that the overriding consequence of the generation of noise during piling operations (as well
IBPB8270R001F01_EIA REPORT.pdf:192:In order to minimise the risk of traumatic injury or impairment to fish from the proposed impact piling, a soft
IBPB8270R001F01_EIA REPORT.pdf:192:agency protocol for minimising the risk of injury to marine mammals from impact piling’). Although this
IBPB8270R001F01_EIA REPORT.pdf:192:adoption of soft start techniques for piling) would allow any resident species to leave the area of greatest
IBPB8270R001F01_EIA REPORT.pdf:192:move out of the area (thus avoiding impacts from occurring) prior to the noise from the piling reaching its
IBPB8270R001F01_EIA REPORT.pdf:193:resident species would be minor adverse as a result of the proposed piling activity.
IBPB8270R001F01_EIA REPORT.pdf:226:The proposed dredging, reclamation and piling activities have the potential to impact water quality by
IBPB8270R001F01_EIA REPORT.pdf:260:of quay) would last for an overall duration of 80 weeks. Piling, which is expected to be the most significant
IBPB8270R001F01_EIA REPORT.pdf:260:for an overall duration of 40 weeks. Piling is estimated to take approximately 24 weeks within this period.
IBPB8270R001F01_EIA REPORT.pdf:273:Harbour Facilities schemes, should the construction phases of these projects (particularly any piling works)
IBPB8270R001F01_EIA REPORT.pdf:273:Harbour Facilities. If the piling associated with both schemes overlaps, there is likely to be increased
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:273:checking for marine mammals during a pre-piling search prior to piling operations commencing, the
IBPB8270R001F01_EIA REPORT.pdf:277: container terminal and landside elements (i.e. piling).
IBPB8270R001F01_EIA REPORT.pdf:277:as a result of piling required for the land side elements of the proposed scheme. As noted in Section 1, the
IBPB8270R001F01_EIA REPORT.pdf:283: of the Birds Directive for the reclamation and piling impacting on waterbird
IBPB8270R001F01_EIA REPORT.pdf:291: and piling works (water quality reductions and underwater noise generation).
IBPB8270R001F01_EIA REPORT.pdf:296:With regard to underwater noise from piling, the assessment presented in Section 12.5 concludes that
IBPB8270R001F01_EIA REPORT.pdf:296:traumatic injury (from impact piling) due to the larger modelled impact range for behavioural response. Piling
IBPB8270R001F01_EIA REPORT.pdf:296:repositioning the rig and overnight when no piling would be undertaken) would provide the opportunity for
IBPB8270R001F01_EIA REPORT.pdf:296:In conclusion, it is predicted that the overriding consequence of the generation of noise during piling
IBPB8270R001F01_EIA REPORT.pdf:297:exception of piling) will take place 24 hours a day and, therefore, lighting will be required at night during this
IBPB8270R001F01_EIA REPORT.pdf:297:the quay side; however, the reclamation and piling works will require lighting further out into the estuary than
IBPB8270R001F01_EIA REPORT.pdf:301:lagoon, based on knowledge of the predicted impact of the percussive piling for the quay for the Harbour
IBPB8270R001F01_EIA REPORT.pdf:303:any piling works) overlap.
IBPB8270R001F01_EIA REPORT.pdf:304:Harbour Facilities. If the piling associated with both schemes overlaps, there is likely to be increased
IBPB8270R001F01_EIA REPORT.pdf:304:that noise levels from impact piling are likely to create the largest noise levels and impact ranges, with noise
IBPB8270R001F01_EIA REPORT.pdf:304:levels predicted to be higher at high tide and when piling is closest to open water (i.e. at the eastern extent
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:307:the risk of injury to marine mammals from piling noise
IBPB8270R001F01_EIA REPORT.pdf:314:unless the method for piling foundations for that part has been submitted to and
IBPB8270R001F01_EIA REPORT.pdf:314:approved in writing by the Local Planning Authority. The piling shall thereafter be
IBPB8270R001F01_EIA REPORT.pdf:314:REASON: The site is contaminated/potentially contaminated and piling could lead
IBPB8270R001F01_EIA REPORT.pdf:317:percussive piling operations on the new NGCT quay frontage.
IBPB8270R001F01_EIA REPORT.pdf:317:consequent waterbird disturbance derived from piling operations.
IBPB8270R001F01_EIA REPORT.pdf:323: augured piling which would reduce noise emissions.
IBPB8270R001F01_EIA REPORT.pdf:323: scenario and assume percussive piling.
IBPB8270R001F01_EIA REPORT.pdf:329:vibration and air marine piling which occurs during construction. The highly
IBPB8270R001F01_EIA REPORT.pdf:329:quality audible percussive piling, in particular, has the potential to
IBPB8270R001F01_EIA REPORT.pdf:329: guidance for the ‘soft-start’ approach to marine piling. The MMO
IBPB8270R001F01_EIA REPORT.pdf:329: would support the use of Auger Piling, as the noise and vibration
IBPB8270R001F01_EIA REPORT.pdf:329: disturbance is much lower than caused by other piling methods,
IBPB8270R001F01_EIA REPORT.pdf:329: such as percussive piling.
IBPB8270R001F01_EIA REPORT.pdf:329:Fisheries As piling is expected to be required for the construction of the
IBPB8270R001F01_EIA REPORT.pdf:335: and piling activities. SR and MP both reiterated that such restrictions
IBPB8270R001F01_EIA REPORT.pdf:335: case basis, assuming percussive piling.
IBPB8270R001F01_EIA REPORT.pdf:391:The form of construction to be adopted will be determined during the detailed design phase. Piling for
IBPB8270R001F01_EIA REPORT.pdf:392:piling hammer.
IBPB8270R001F01_EIA REPORT.pdf:506: 3.2 Modelling of impact piling…………………………………………………………………………………… 10
IBPB8270R001F01_EIA REPORT.pdf:508:impact piling and dredging activities.
IBPB8270R001F01_EIA REPORT.pdf:510:from impact piling and dredging operations. This modelling was carried out using
IBPB8270R001F01_EIA REPORT.pdf:510:Subacoustech’s INSPIRE model for impact piling operations and the openly available RAMSGeo
IBPB8270R001F01_EIA REPORT.pdf:510:characterise sound transients from impulsive sources such as impact piling and seismic airgun
IBPB8270R001F01_EIA REPORT.pdf:510:When assessing the noise from transient sources such as blast waves, impact piling, or seismic
IBPB8270R001F01_EIA REPORT.pdf:510:to develop an interim exposure criterion for assessing the injury range for fish from impact piling
IBPB8270R001F01_EIA REPORT.pdf:511:UK. INSPIRE is designed to model and predict the propagation of underwater impact piling
IBPB8270R001F01_EIA REPORT.pdf:511:The parameters and assumptions used within the INSPIRE model for impact piling are outlined
IBPB8270R001F01_EIA REPORT.pdf:511:energy for this option has been assumed to be 125kJ, based on piling operations sampled
IBPB8270R001F01_EIA REPORT.pdf:511:Table 2-1 INSPIRE input parameters for impact piling
IBPB8270R001F01_EIA REPORT.pdf:511:source. As the INSPIRE model is predominantly used and set up to model impact piling noise,
IBPB8270R001F01_EIA REPORT.pdf:513:Figure 2-1 Power Spectral Density from measurement taken of impact piling in the River
IBPB8270R001F01_EIA REPORT.pdf:517:levels for the proposed impact piling operation and dredging activities. The modelling results
IBPB8270R001F01_EIA REPORT.pdf:517:with the impact piling, typically much higher than background noise.
IBPB8270R001F01_EIA REPORT.pdf:517:3.2 Modelling of impact piling
IBPB8270R001F01_EIA REPORT.pdf:517:impact piling, using an impact piling hammer with energy of 125kJ for a 914mm diameter sized
IBPB8270R001F01_EIA REPORT.pdf:517: piling operations for a 914mm diameter pile
IBPB8270R001F01_EIA REPORT.pdf:517:Impact Piling (914
IBPB8270R001F01_EIA REPORT.pdf:518: piling operations for a 2000 mm diameter pile
IBPB8270R001F01_EIA REPORT.pdf:518:Impact Piling (2000
IBPB8270R001F01_EIA REPORT.pdf:518:piling of a 914mm diameter pile, three representative transects (with the following direction;
IBPB8270R001F01_EIA REPORT.pdf:518:shown for the modelled propagation of unweighted peak-to-peak SPLs from the impact piling of a
IBPB8270R001F01_EIA REPORT.pdf:518:It should be noted that the predicted noise levels due to impact piling operations will exceed the
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:521:As with the impact piling results, the minimum range reaches a limit. Three representative
IBPB8270R001F01_EIA REPORT.pdf:522:INSPIRE modelled impact piling transects.
IBPB8270R001F01_EIA REPORT.pdf:524:against a similar impact piling project undertaken in the River Thames, for which measurements
IBPB8270R001F01_EIA REPORT.pdf:524: RAMSGeo models for impact piling noise propagation in the River Thames
IBPB8270R001F01_EIA REPORT.pdf:525:modelled outputs from the INSPIRE and RAMSGeo models with regard to impact piling. The
IBPB8270R001F01_EIA REPORT.pdf:525:Figure 4-2 Comparison between INSPIRE and RAMSGeo modelling of an impact piling
IBPB8270R001F01_EIA REPORT.pdf:526:impact piling, as these sources are likely to have the greatest environmental impact and
IBPB8270R001F01_EIA REPORT.pdf:527:In order to assess the environmental effects that impact piling and dredging activities are likely to
IBPB8270R001F01_EIA REPORT.pdf:527:additional small amount of information on fish kill as a result of impact piling. All the data
IBPB8270R001F01_EIA REPORT.pdf:527:of these results to the reality of reactions by wild fish exposed to piling in UK waters is very
IBPB8270R001F01_EIA REPORT.pdf:532:impact piling and dredging related noise.
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:to be reached for the proposed impact piling operations. Table 6-1 and Table 6-2 present a
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:in relation to impact piling.
IBPB8270R001F01_EIA REPORT.pdf:533:Table 6-3 Summary of the modelled ranges for 130 dBht(Species) levels for impact piling
IBPB8270R001F01_EIA REPORT.pdf:533: Impact Piling Impact Piling
IBPB8270R001F01_EIA REPORT.pdf:533:6.3.2 Behavioural response: impact piling
IBPB8270R001F01_EIA REPORT.pdf:533:ranges for behavioural response for the species of interest from impact piling operations.
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:534: Impact Piling North Position South Position
IBPB8270R001F01_EIA REPORT.pdf:535: piling of a 2000 mm diameter pile (see previous section for explanation of *
IBPB8270R001F01_EIA REPORT.pdf:535: Impact Piling North Position South Position
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:assumptions above, for the impact piling of a 914mm diameter pile. The maximum range for
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:Table 6-7 Summary of impact ranges from impact piling operations for a 914mm
IBPB8270R001F01_EIA REPORT.pdf:543:Table 6-8 Summary of impact ranges from impact piling operations for a 2000mm
IBPB8270R001F01_EIA REPORT.pdf:544:activities that have been assessed include impact piling, suction dredging and backhoe dredging.
IBPB8270R001F01_EIA REPORT.pdf:544:Modelling of underwater noise form impact piling operations show that, using unweighted SPLpeak
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:544:22m at which a startle response is likely to be invoked in fish. For the impact piling of a 2000mm
IBPB8270R001F01_EIA REPORT.pdf:544:piling using the 130 dBht(Species) criteria have been calculated to be a maximum of 18m 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:two species. The estimated behavioural impact ranges from impact piling operations 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:Using the M-Weighted SEL for assessing auditory injury in marine mammals from impact piling
IBPB8270R001F01_EIA REPORT.pdf:545:maximum impact range for the multiple pulse SEL over the full piling duration is estimated to be
IBPB8270R001F01_EIA REPORT.pdf:601: Compiling, reviewing and updating this WSI following consultation with PD Teesport, the LPA and the
IBPB8270R001F01_EIA REPORT.pdf:617: Obstructions encountered on the seafloor during piling for the quay face, for example.
IBPB8270R001F01_EIA REPORT.pdf:619: Compiling Preliminary Record Sheets for discoveries; and
IBPB8270R001F01_EIA REPORT.pdf:619:intrusive works (dredging or piling) will need to cease in the vicinity of this position and the position of the
IBPB8270R001F01_EIA REPORT.pdf:623:Date: Time of compiling information:
IBPB8270R001F01_EIA REPORT.pdf:632: the proposed NGCT footprint. The TRT is investigating the Yes – the piling could No - control measures will
IBPB8270R001F01_EIA REPORT.pdf:633:Construction and presence of new container terminal source of contaminants into the subsurface. Piling could introduce a pathway
IBPB8270R001F01_EIA REPORT.pdf:633:Construction of landside elements source of contaminants into the subsurface. Piling could introduce a pathway
IBPB8270R001F01_EIA REPORT.pdf:634: (i.e. piling).
IBPB8270R001F01_EIA REPORT.pdf:637:noise and vibration, particularly the piling for the construction of the quay wall. In addition, the container
IBPB8270R001F01_EIA REPORT.pdf:638:the impact piling noise. The modelling work predicted that there is greater potential for behavioural
IBPB8270R001F01_EIA REPORT.pdf:638:response within fish species in comparison with traumatic injury (from impact piling), due to the larger
IBPB8270R001F01_EIA REPORT.pdf:638:It should be noted that piling activities would not present a constant noise source and those periods
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:of piling works. It should also be noted that the piling activity would not be undertaken 24 hours a day.
IBPB8270R001F01_EIA REPORT.pdf:638:There would be a number of hours over the night time period where no piling would be undertaken
IBPB8270R001F01_EIA REPORT.pdf:638:distribution within the estuary. In addition, a soft start approach would be adopted within the piling
IBPB8270R001F01_EIA REPORT.pdf:638:Procedures for the Management of Land Contamination (CLR11) and in particular a piling risk assessment
IBPB8270R001F01_EIA REPORT.pdf:638:be undertaken prior to the commencement of any piling activities in line with Environment Agency
IBPB8270R001F01_EIA REPORT.pdf:639:A piling risk assessment has also been proposed to ensure no effects on the chemical quality of the
IBPB8270R001F01_EIA REPORT.pdf:657: Is in an estuary and could affect fish in the estuary, outside the ✓ Yes – the quay wall will require piling. This could form a barrier These activities will
IBPB8270R001F01_EIA REPORT.pdf:657: estuary but could delay or prevent fish entering it or could affect for migrating fish. Piling could also affect fish behaviour. See not occur in this water
IBPB8270R001F01_EIA REPORT.pdf:662: container terminal which includes piling, has the potential to increase the release and
IBPB8270R001F01_EIA REPORT.pdf:663: Chemical Yes Piling could create a pathway for chemical contamination of the ground water
IBPB8270R001F01_EIA REPORT.pdf:669: container terminal which includes piling, has the potential to increase the release and
IBPB8270R001F01_EIA REPORT.pdf:670: Chemical Yes There is the potential for any piling or excavation undertaken to create a temporary pathway for ground
PB8270-RHD-ZZ-XX-RP-Z-0002.pdf:6:construction. In order to reflect the worst case with respect to the piling, for the purpose of the EIA, a two
PB8270-RHD-ZZ-XX-RP-Z-0002.pdf:13:approach to piling activities is to be adopted. The proposed piling works would not be undertaken on a 24
PB8270-RHD-ZZ-XX-RP-Z-0002.pdf:18:NGCT and the consented York Potash Harbour facilities. If the piling associated with both schemes
PB8270-RHD-ZZ-XX-RP-Z-0002.pdf:18:protocol for minimising the risk of injury to marine mammals from piling noise’ (JNCC, 2010) should be
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
PB8270-RHD-ZZ-XX-RP-Z-0002.pdf:18:to piling operations commencing, the establishment of a mitigation zone (i.e. an area within which a marine
PB8270-RHD-ZZ-XX-RP-Z-0002.pdf:18:as a result of piling required for the landside elements of the proposed scheme. There are a number of
Licence Document (Marine).pdf:7: Piling will only be carried out during the hours of 6am to
Licence Document (Marine).pdf:8: In order to reflect the worst case with respect to the piling,
Licence Document (Marine).pdf:10: to the piling, for the purpose of the EIA, a two phase
Licence Document (Marine).pdf:18: operational power is achieved. The soft-start duration must be a period of not less than 20 minutes. Should piling cease
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: start procedures. Should percussive piling be required during the months of May, July and August then the duration of
Licence Document (Marine).pdf:18: percussive piling must not exceed 120 minutes in any 24 hour period.
Licence Document (Marine).pdf:18:5.2.16 Piling activity must only be carried out during the hours of 6am to 10pm.
Schedule 7 - Archaeological WSI.pdf:14: Compiling, reviewing and updating this WSI following consultation with PD Teesport, the LPA and the
Schedule 7 - Archaeological WSI.pdf:30: Obstructions encountered on the seafloor during piling for the quay face, for example.
Schedule 7 - Archaeological WSI.pdf:32: Compiling Preliminary Record Sheets for discoveries; and
Schedule 7 - Archaeological WSI.pdf:32:intrusive works (dredging or piling) will need to cease in the vicinity of this position and the position of the
Schedule 7 - Archaeological WSI.pdf:36:Date: Time of compiling information:
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:10: piling
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:10:as a result of piling or other noisy activities covered by this application”.
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:20: • Percussive piling activities required for the installation of tubular and sheet
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:20: soft-start procedures. Should percussive piling be required during the months
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:20: of May, July and August then the duration of percussive piling must not
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:20: exceed 120 minutes in any 24 hour period. Employ a soft start piling approach
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:20: • No piling to be undertaken at night
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:22:representing the most harm and the need for piling. EA were aware that the final
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:23: impact piling should take place for 3 hours following low water to allow
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:23: • During the month of May, in any given year, no percussive or impact piling
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:23: should take place at all. If this is not possible then no piling of any types
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:23: To protect migratory fish. The associated noises of piling activity can be
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:23:advised that based on the piling durations and working hours, there would be
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:23:approximately 140 minutes of percussive piling per month. The underwater noise
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:23:EA reviewed the underwater noise report and accepted that the piling activity is over
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:23:However, during the days that impact piling occurs uncertainties remained regarding
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:23:the way fish will respond to encountering the first phase of piling activity and if they
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:23:welcomed the cessation of night-time piling but advised that according to their
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:23:protection but enable a substantial working window for percussive piling activity.
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:24:piling to be carried out in certain months but aren’t pushing this and are not
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:24:piling restrictions must be conditioned in order to mitigate impacts on migratory fish:
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:24: • “Between 1 March and 30 November, in any given year, no piling of any type
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:24: • During the month of May, no impact piling must take place at all.
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:24: • Additionally, during the month of May, no piling of any type must take place
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:24:using the best available technology to minimise impacts and keep impact piling
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:24:within acceptable levels. The applicant has reduced impact piling as much as
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:25: • Percussive piling activities required for the installation of tubular and sheet
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:25: soft-start procedures. Should percussive piling be required during the months
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:25: of May, July and August then the duration of percussive piling must not
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:25: exceed 120 minutes in any 24 hour period – This will minimise piling as much
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:25: • No piling would be undertaken at night – Night time is when many mobile
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:27:piling on marine mammals, fish and marine invertebrates could lead to moderate
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:27:adverse effects. However, following mitigation (soft start piling techniques), the effect
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:27:support the proposed mitigation (soft start piling techniques), they have some
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:28: • “Between 1 March and 30 November, in any given year, no piling of any type
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:28: • During the month of May, no impact piling must take place at all.
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:28: • Additionally, during the month of May, no piling of any type must take place
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:28: • Percussive piling activities required for the installation of tubular and sheet
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:28: minimise the duration of percussive piling required for each pile and must use
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:28: soft-start procedures. Should percussive piling be required during the months
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:28: of May, July and August then the duration of percussive piling must not
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:28: exceed 120 minutes in any 24 hour period – This will minimise piling as much
Schedule 8_ 20220302_EIA_Consent_Decision_Response MLA202000079.pdf:28: • No piling would be undertaken at night - Night time is when many mobile
MLA_2021_00215-Licence Document (Marine)-20.pdf:6: and percussive piling (if required), and augering. Each
MLA_2021_00215-Licence Document (Marine)-20.pdf:7:Due to the staged nature of the works, all piling activities
MLA_2021_00215-Licence Document (Marine)-20.pdf:7:total duration of piling would be in the order of 1 to 2
MLA_2021_00215-Licence Document (Marine)-20.pdf:7:percussive piling. This will be followed by augering of the
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-Returns-21.pdf:1: working days before the works including piling and dredging commencing
MLA_2021_00215-Licence Document (Marine)-16.pdf:6: and percussive piling (if required) and augering. Each
MLA_2021_00215-Licence Document (Marine)-16.pdf:7:Due to the staged nature of the works all piling activities
MLA_2021_00215-Licence Document (Marine)-16.pdf:7:total duration of piling would be in the order of 1 to 2
MLA_2021_00215-Licence Document (Marine)-16.pdf:7:and (if required) percussive piling. This will be followed
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-APPLICATION-FORM.pdf:2:scale, will be undertaken over very short timescales, and ‘noisy’ activities such as piling
MLA_2021_00215-APPLICATION-FORM.pdf:12:scale, will be undertaken over very short timescales, and ‘noisy’ activities such as piling
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:13: • A piling rig;
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:level of up to -25mCD. If percussive piling is required, it is anticipated that this will be limited to
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:14:Due to the staged nature of the works all piling activities will occur intermittently over 4 to 5 months, however
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:14:the total duration of piling would be in the order of 1 to 2 months.
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:16:as piling works will be undertaken in dry conditions (i.e. out with the marine environment).
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:26:Number 2 Ro-Ro therefore, there is no risk to ground water during piling activities.
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:33:placed in a suitable treatment/stockpiling location. Re-grabbing operations would be undertaken with
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:34:The vast majority of augering and piling activities will take place in dry conditions, behind existing sheet
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:36:4.4.2.2 Underwater noise during piling activities
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:minor piling may be required in the intertidal zone for the construction of the new bankseat for the proposed
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:36:piling would commence with a soft-start, where the power used is slowly ramped up until the target power
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:37:to fish through percussive piling activity, should this be required, will be limited to 15 minutes per day over
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:37:Due to the limited nature of the piling requirement in the marine environment and the use of soft-start piling,
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:37:it is anticipated that impacts to fish species through piling noise will be short-term, temporary and highly
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:37:River Tees channel, piling activities would not cause a barrier to fish migration within the Tees. As such no
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:38:4.5.1 Noise during piling activities
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:38:during construction. Construction will involve ‘noisy’ activities, notably piling activities that may cause
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:38:disturbance effects. Where percussive piling is required, this will be limited to approximately 5 minutes of
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:38:per day. Due to the staged nature of the works all piling activities will occur intermittently over 4 to 5 months,
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:38:however the total duration of piling would be in the order of 1 to 2 months which is not considered to be
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:38:such no significant impact on protected bird species is predicted form piling activities.
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:39:4.6.1 Underwater noise during piling activities
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:minor piling may be required in the intertidal zone for the construction of the new bankseat for the proposed
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:39:percussive piling would commence with a soft-start, where the power used is slowly ramped until the target
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:39:through piling activity are therefore limited to 15 minutes per day over three days during the construction
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:39:(and as such the transit route for accessing upstream areas of the Tees), the limited nature of the piling
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:39:requirement in the marine environment and the use of soft-start piling, it is anticipated that any potential
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:39:impacts to seal species through piling noise would be highly short-term, of limited duration and highly
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:39:piling activities.
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:44:In addition, the proposed percussive piling is not considered to have the potential to have adverse effects
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:44:Table 8 are within the Tees and involve piling and or dredging activities and may be undertaken at the same
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:activities, notably piling activities that may cause disturbance effects, as well as increased
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:52:months). Where percussive piling is required, this will be limited to approximately 5
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:66: percussive piling to construct the new pontoon. If required, this will
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: Impacts to foraging nature of the works all piling activities will occur intermittently over
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:66: species as a result of 4 to 5 months, however the total duration of piling would be in the
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:66: disturbance due to piling order of 1 to 2 months.
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:67: predicted to be significant. Piling activities are located at the end of
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:Therefore, two construction activities; piling and capital dredging, and one operational activity; maintenance
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:72:Therefore, the activities; piling and capital dredging, will be scoped to identify the potential risks to each
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:73:The piling activity has been compared to the scoping criteria as set out in the Clearing the Waters for All
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:74: Parameter Scoping Question Piling Activity Response Assessment
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:74: Phytoplankton / Will the activity affect The piling activity within the marine Dredging of the unconsolidated Maintenance dredging of No
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:74: continuously for longer environment. Piling will comprise of clay and Mercia mudstone will take Therefore, the
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:75: Parameter Scoping Question Piling Activity Response Assessment
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:75: than a spring neap tidal initial percussive piling for 5 minutes place over 4 to 5 weeks, depending concentration of sediment
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:76: Parameter Scoping Question Piling Activity Response Assessment
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:76: footprint of the piling activities would
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:76: affect fish migrating piling activities will be short-term used to minimise SSCs and given 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: day) and temporary (piling will take resuspended by the dredging
MLA_2021_00215-PB5051-RHD-106-ZZ-RP-Z-0021 Tees Dock Ro-Ro 2 Environmental Report_Final-1.pdf:77: Parameter Scoping Question Piling Activity Response Assessment
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:nature of the works all piling activities will occur intermittently over 4 to 5 months, however the total duration
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:1:of piling would be in the order of 1 to 2 months.
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:2: of pre-augering followed by vibro and percussive piling (if
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:2: augering followed by vibro and percussive piling and
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:2: Due to the staged nature of the works all piling activities will
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:2: Due to the staged nature of the works all piling activities will duration of piling would be in the order of 1 to 2 months.
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:2: duration of piling would be in the order of 1 to 2 months.
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:4:In summary the same construction techniques will be used to construct the combi-wall, e.g. piling,
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:4:no marine piling is required. The combi-wall option avoids the need for excavation of made ground
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:5: TO BE INSTALLED AS PILING PROGRESSES TO ENSURE STABILITY
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:5: ALTERNATIVE OPTION TO BE INSTALLED AS PILING PROGRESSES TO ENSURE STABILITY
MLA_2021_00215-PB5051-RHD-ZZ-NT-Z-3500-Tees Dock Ro Ro 2 - Combi Wall Update-18.pdf:5: 9 INSTALL CAUSEWAY / PILING PLATFORM
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:13: • A piling rig;
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:level of up to -25mCD. If percussive piling is required, it is anticipated that this will be limited to
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:14:Due to the staged nature of the works all piling activities will occur intermittently over 4 to 5 months, however
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:14:the total duration of piling would be in the order of 1 to 2 months.
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:16:as piling works will be undertaken in dry conditions (i.e. out with the marine environment).
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:26:Number 2 Ro-Ro therefore, there is no risk to ground water during piling activities.
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:33:placed in a suitable treatment/stockpiling location. Re-grabbing operations would be undertaken with
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:34:The vast majority of augering and piling activities will take place in dry conditions, behind existing sheet
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:36:4.4.2.2 Underwater noise during piling activities
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:minor piling may be required in the intertidal zone for the construction of the new bankseat for the proposed
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:36:piling would commence with a soft-start, where the power used is slowly ramped up until the target power
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:37:to fish through percussive piling activity, should this be required, will be limited to 15 minutes per day over
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:37:Due to the limited nature of the piling requirement in the marine environment and the use of soft-start piling,
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:37:it is anticipated that impacts to fish species through piling noise will be short-term, temporary and highly
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:37:River Tees channel, piling activities would not cause a barrier to fish migration within the Tees. As such no
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:38:4.5.1 Noise during piling activities
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:38:during construction. Construction will involve ‘noisy’ activities, notably piling activities that may cause
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:38:disturbance effects. Where percussive piling is required, this will be limited to approximately 5 minutes of
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:38:per day. Due to the staged nature of the works all piling activities will occur intermittently over 4 to 5 months,
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:38:however the total duration of piling would be in the order of 1 to 2 months which is not considered to be
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:38:such no significant impact on protected bird species is predicted form piling activities.
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:39:4.6.1 Underwater noise during piling activities
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:minor piling may be required in the intertidal zone for the construction of the new bankseat for the proposed
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:39:percussive piling would commence with a soft-start, where the power used is slowly ramped until the target
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:39:through piling activity are therefore limited to 15 minutes per day over three days during the construction
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:39:(and as such the transit route for accessing upstream areas of the Tees), the limited nature of the piling
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:39:requirement in the marine environment and the use of soft-start piling, it is anticipated that any potential
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:39:impacts to seal species through piling noise would be highly short-term, of limited duration and highly
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:39:piling activities.
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:44:In addition, the proposed percussive piling is not considered to have the potential to have adverse effects
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:44:Table 8 are within the Tees and involve piling and or dredging activities and may be undertaken at the same
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:activities, notably piling activities that may cause disturbance effects, as well as increased
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:52:months). Where percussive piling is required, this will be limited to approximately 5
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:66: percussive piling to construct the new pontoon. If required, this will
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: Impacts to foraging nature of the works all piling activities will occur intermittently over
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:66: species as a result of 4 to 5 months, however the total duration of piling would be in the
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:66: disturbance due to piling order of 1 to 2 months.
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:67: predicted to be significant. Piling activities are located at the end of
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:Therefore, two construction activities; piling and capital dredging, and one operational activity; maintenance
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:72:Therefore, the activities; piling and capital dredging, will be scoped to identify the potential risks to each
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:73:The piling activity has been compared to the scoping criteria as set out in the Clearing the Waters for All
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:74: Parameter Scoping Question Piling Activity Response Assessment
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:74: Phytoplankton / Will the activity affect The piling activity within the marine Dredging of the unconsolidated Maintenance dredging of No
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:74: continuously for longer environment. Piling will comprise of clay and Mercia mudstone will take Therefore, the
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:75: Parameter Scoping Question Piling Activity Response Assessment
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:75: than a spring neap tidal initial percussive piling for 5 minutes place over 4 to 5 weeks, depending concentration of sediment
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:76: Parameter Scoping Question Piling Activity Response Assessment
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:76: footprint of the piling activities would
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:76: affect fish migrating piling activities will be short-term used to minimise SSCs and given 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: day) and temporary (piling will take resuspended by the dredging
MLA_2021_00215-Tees Dock Ro-Ro 2 Environmental Report-13.pdf:77: Parameter Scoping Question Piling Activity Response Assessment
3 EIS Appendices (3).pdf:40: dredging work and steel piling operations. Assessment should also consider
3 EIS Appendices (3).pdf:81: 3. Piling Sheet piling by drop 6 weeks C4/8 100 114
3 EIS Appendices (3).pdf:81: 2. Sheet piling. Piling Rig 6-12 C4/8 100 114
3 EIS Appendices (3).pdf:81: 5. Sheet piling centre Piling Rig 4 weeks C4/8 100 114
3 EIS Appendices (3).pdf:82: 6. Remove centre Piling Rig 4 weeks C4/8 100 114
3 EIS Appendices (3).pdf:82: 7. Rebuild centre Piling Rig 4 weeks C4/8 100 114
3 EIS Appendices (3).pdf:83: Piling * 6-12 weeks 60.0 56.4 54.0
3 EIS Appendices (3).pdf:86: emanating from piling is far less than that attributable to dredging. There is therefore no
3 EIS Appendices (3).pdf:86: additive effect and noise levels on the SPA will remain generally as shown despite piling
3 EIS Appendices (3).pdf:86: towards Quay 1. Here noise emissions from dredging would be the same as these from piling
R-2021-0674-NM-DECISION NOTICE.pdf:5:9. Prior to the commencement of piling works, a Piling Risk Assessment shall
PC1084-RHD-SB-EN-NT-EV-1127 MLA.2020.00506.R8 Response to Consultation Comments on Scheme of Monitoring.pdf:4: avoiding piling and dredging works during key migratory periods for
PC1084-RHD-SB-EN-NT-EV-1127 MLA.2020.00506.R8 Response to Consultation Comments on Scheme of Monitoring.pdf:4: and piling activities occurring simultaneously within the Tees estuary
PC1084-RHD-SB-EN-NT-EV-1127 MLA.2020.00506.R8 Response to Consultation Comments on Scheme of Monitoring.pdf:5: cumulative noise and SSC from simultaneous dredging and piling cumulative activities upon migratory salmonids within the Tees.
PC1084-RHD-SB-EN-NT-EV-1127 MLA.2020.00506.R8 Response to Consultation Comments on Scheme of Monitoring.pdf:5: proposed dredging/piling activities to overlap with the peak salmon
PC1084-RHD-SB-EN-NT-EV-1127 MLA.2020.00506.R8 Response to Consultation Comments on Scheme of Monitoring.pdf:5: piling for construction projects on the River Tees, the MMO have
PC1084-RHD-SB-EN-NT-EV-1127 MLA.2020.00506.R8 Response to Consultation Comments on Scheme of Monitoring.pdf:8: dredging/piling operations occurring simultaneously in the Tees.
PC1084-RHD-SB-EN-NT-EV-1127 MLA.2020.00506.R8 Response to Consultation Comments on Scheme of Monitoring.pdf:4: avoiding piling and dredging works during key migratory periods for
PC1084-RHD-SB-EN-NT-EV-1127 MLA.2020.00506.R8 Response to Consultation Comments on Scheme of Monitoring.pdf:4: and piling activities occurring simultaneously within the Tees estuary
PC1084-RHD-SB-EN-NT-EV-1127 MLA.2020.00506.R8 Response to Consultation Comments on Scheme of Monitoring.pdf:5: cumulative noise and SSC from simultaneous dredging and piling cumulative activities upon migratory salmonids within the Tees.
PC1084-RHD-SB-EN-NT-EV-1127 MLA.2020.00506.R8 Response to Consultation Comments on Scheme of Monitoring.pdf:5: proposed dredging/piling activities to overlap with the peak salmon
PC1084-RHD-SB-EN-NT-EV-1127 MLA.2020.00506.R8 Response to Consultation Comments on Scheme of Monitoring.pdf:5: piling for construction projects on the River Tees, the MMO have
PC1084-RHD-SB-EN-NT-EV-1127 MLA.2020.00506.R8 Response to Consultation Comments on Scheme of Monitoring.pdf:8: dredging/piling operations occurring simultaneously in the Tees.
20220615 MLA2020005061 L2021003331 Tees South Bank (phase 1) Revised Scheme of Monitoring Review Fisheries advice FINAL.pdf:3: to avoiding piling and dredging works during peak migratory times for salmonids (i.e., May, July
20220615 MLA2020005061 L2021003331 Tees South Bank (phase 1) Revised Scheme of Monitoring Review Fisheries advice FINAL.pdf:6:UWN from piling or SSC from dredging) whilst waiting in refuges areas. The effects of suspended
20220615 MLA2020005061 L2021003331 Tees South Bank (phase 1) Revised Scheme of Monitoring Review Fisheries advice FINAL.pdf:6:noise/SSC; for example, piling driving more impact on sea trout as they reside in estuaries for
MLA 2020 00506 South Bank Phase 1 MLA 2020 00507 Phase 2.pdf:3:mitigate the potential impacts from dredging and piling. This is an acceptable means of
338486 - 338489, NE formal response to SBW MLA, 29.01.21.pdf:4:10.5.4 We welcome the proposed use of a noise reduction piling shroud during
338486 - 338489, NE formal response to SBW MLA, 29.01.21.pdf:4:Disturbance at percussive piling to mitigate for above water noise. We advise that the use of a
338486 - 338489, NE formal response to SBW MLA, 29.01.21.pdf:4:seal haul-out piling shroud should be secured through a condition on the marine licence.
338486 - 338489, NE formal response to SBW MLA, 29.01.21.pdf:4: A noise reduction piling shroud (obtaining attenuation of ~14 dB) must be used
338486 - 338489, NE formal response to SBW MLA, 29.01.21.pdf:4: when percussive piling.
338486 - 338489, NE formal response to SBW MLA, 29.01.21.pdf:6:phase particularly if undertaken simultaneously with percussive piling. We note that
338486 - 338489, NE formal response to SBW MLA, 29.01.21.pdf:6:12.5.4 Above-water noise generated by percussive piling has the potential to disturb
338486 - 338489, NE formal response to SBW MLA, 29.01.21.pdf:6:Construction- SPA, SSSI and Ramsar site bird features. We welcome that percussive piling is
338486 - 338489, NE formal response to SBW MLA, 29.01.21.pdf:6:phase only expected for a maximum of 40 minutes each day (10 minutes for each piling
338486 - 338489, NE formal response to SBW MLA, 29.01.21.pdf:6: We advise that a condition is added to the marine licence to limit percussive piling
338486 - 338489, NE formal response to SBW MLA, 29.01.21.pdf:6: Percussive piling should be limited to a maximum of 60 minutes each day.
338486 - 338489, NE formal response to SBW MLA, 29.01.21.pdf:6:12.5.4 We welcome the use of a noise reduction piling shroud during percussive piling to
338486 - 338489, NE formal response to SBW MLA, 29.01.21.pdf:6:Construction- mitigate for above water noise. We advise that the use of a piling shroud should
338486 - 338489, NE formal response to SBW MLA, 29.01.21.pdf:6: A noise reduction piling shroud should be used for all percussive piling, obtaining
338486 - 338489, NE formal response to SBW MLA, 29.01.21.pdf:6:General: Percussive piling works should avoid periods of freezing weather, during which
338486 - 338489, NE formal response to SBW MLA, 29.01.21.pdf:7: days leading up to or during any instance of the licenced activities then any piling
338486 - 338489, NE formal response to SBW MLA, 29.01.21.pdf:7: Celsius or below for three consecutive days then piling works can recommence.
338486 - 338489, NE formal response to SBW MLA, 29.01.21.pdf:9: (Section 3.9, page 17) and that piling alone will take 15 months in total.
MLA202000506 and MLA202000507 Draft HRA (2).pdf:6: Above-water noise generated by percussive piling (terrestrial) during
MLA202000506 and MLA202000507 Draft HRA (2).pdf:24: passage) above water percussive piling,
MLA202000506 and MLA202000507 Draft HRA (2).pdf:24: Barrier to species Common tern, (Breeding) Using shrouded piling the noise levels
MLA202000506 and MLA202000507 Draft HRA (2).pdf:24: bird features. The works are responses to impulsive piling noises,
MLA202000506 and MLA202000507 Draft HRA (2).pdf:25: • percussive piling should be limited
MLA202000506 and MLA202000507 Draft HRA (2).pdf:25: • noise reduction piling shroud be
MLA202000506 and MLA202000507 Draft HRA (2).pdf:25: used for all percussive piling,
MLA202000506 and MLA202000507 Draft HRA (2).pdf:25: • Percussive piling works avoid
MLA202000506 and MLA202000507 Draft HRA (2).pdf:30: • Percussive piling should be limited to a maximum of 60 minutes each day
MLA202000506 and MLA202000507 Draft HRA (2).pdf:30: • Noise reduction piling shroud be used for all percussive piling, obtaining a minimum of 14 dB attenuation.
MLA202000506 and MLA202000507 Draft HRA (2).pdf:30: • Percussive piling works avoid periods of freezing weather, during which SPA, Ramsar and SSSI birds are especially sensitive and have high energy
MLA202000506 and MLA202000507 Draft HRA (2).pdf:31:piling.
EA MLA_2020_00506 v2 29 June 2021 OFFICIAL.pdf:1:The piling and dredging activities approved by this licence may not commence until such
EA MLA_2020_00506 v2 29 June 2021 OFFICIAL.pdf:1:The applicant wishes for there to be no restrictions to piling and dredging operations. A
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:2:10. In terms of potential impacts, the EIA Report confirms that the proposed new quay wall (and all piling
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:2: opinion that piling on land will present little risk to marine species, provided that there will be no contact
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:2: with the water. The EIA Report states that the closest piling is approximately 20 m from the river edge,
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:2: and that there are no piling works proposed within the water.
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
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:7:assumed that all piling works will be undertaken using land-based plant, with a safety / workboat proposed
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:7:to support any activities following the removal of material in front of the quay. The number of piling rigs to
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:7:it is envisaged that up to four piling rigs would be working at the same time.
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:8: • steel required for piling – delivered using up to six vessels in Phase 1 and six vessels in Phase 2
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:8:and capital dredging. The rock blanket would be installed following completion of the dredge. Piling would
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:8:associated with transport of the piling rig(s) to the next location to undertake works. Piling across the two
20210115 MLA202000506 South Bank Quay-phase 1 - Fisheries advice MG GE + JPQC.pdf:3: iv. Underwater noise from land-based piling activities;
20210115 MLA202000506 South Bank Quay-phase 1 - Fisheries advice MG GE + JPQC.pdf:3:13. I note that no piling has been proposed in the river channel, thus it has been assumed that all piling
20210115 MLA202000506 South Bank Quay-phase 1 - Fisheries advice MG GE + JPQC.pdf:3: appropriate assuming no piling is undertaken below the water level.
20210115 MLA202000506 South Bank Quay-phase 1 - Fisheries advice MG GE + JPQC.pdf:4: land-based piling works has been undertaken by Subacoustech (2020). I agree this is appropriate,
20210115 MLA202000506 South Bank Quay-phase 1 - Fisheries advice MG GE + JPQC.pdf:9:UNDERWATER NOISE FROM LAND-BASED PILING ACTIVITIES
20210115 MLA202000506 South Bank Quay-phase 1 - Fisheries advice MG GE + JPQC.pdf:9:35. While piling works are to be undertaken on land at least 20 m from the river edge, consultation with
20210115 MLA202000506 South Bank Quay-phase 1 - Fisheries advice MG GE + JPQC.pdf:9: emissions from the landside piling propagating into the water column and potentially affecting
20210115 MLA202000506 South Bank Quay-phase 1 - Fisheries advice MG GE + JPQC.pdf:9: review the risk of transmission of underwater noise into the river from the land-based piling activities
20210115 MLA202000506 South Bank Quay-phase 1 - Fisheries advice MG GE + JPQC.pdf:9: unlikely, even under highly precautionary assumptions. As per my comment 13, if no piling is
20210115 MLA202000506 South Bank Quay-phase 1 - Fisheries advice MG GE + JPQC.pdf:14: No piling has been proposed in the river channel, thus it has been assumed that all piling works
20220518 MLA202000506 L2021003331Tees South Bank (phase 1) Monitoring Plan Fisheries advice FINAL.pdf:2: i. Please note that our previous recommendations1 were related to avoiding piling and
20220518 MLA202000506 L2021003331Tees South Bank (phase 1) Monitoring Plan Fisheries advice FINAL.pdf:2: dredging and piling activities occurring simultaneously within the Tees estuary as the
20220518 MLA202000506 L2021003331Tees South Bank (phase 1) Monitoring Plan Fisheries advice FINAL.pdf:2: dredging and piling operations occurring in the Tees. In this regard, based on the strong
20220518 MLA202000506 L2021003331Tees South Bank (phase 1) Monitoring Plan Fisheries advice FINAL.pdf:2: likelihood and risk of the proposed dredging/piling activities to overlap with the peak salmon
20220518 MLA202000506 L2021003331Tees South Bank (phase 1) Monitoring Plan Fisheries advice FINAL.pdf:3: ongoing dredging/piling works in the Tees, any monitoring programme should be agreed by
20220518 MLA202000506 L2021003331Tees South Bank (phase 1) Monitoring Plan Fisheries advice FINAL.pdf:7: Revision Order (HRO) held by PDT, careful consideration should be given to dredging/piling
20220518 MLA202000506 L2021003331Tees South Bank (phase 1) Monitoring Plan Fisheries advice FINAL.pdf:10:UWN from piling or SSC from dredging) whilst waiting in refuges areas. The effects of suspended
20220518 MLA202000506 L2021003331Tees South Bank (phase 1) Monitoring Plan Fisheries advice FINAL.pdf:10:noise/SSC; for example, piling driving more impact on sea trout as they reside in estuaries for
MLA_2020_00506_1 South Bank Wharf Variation Response FINAL 392938.pdf:3:licenced activities then any piling works must be suspended. Once temperatures have not reached
MLA_2020_00506_1 South Bank Wharf Variation Response FINAL 392938.pdf:3:zero degrees Celsius or below for three consecutive days then piling works can recommence.
MLA_2020_00506_1 South Bank Wharf Variation Response FINAL 392938.pdf:3:To avoid disturbance impacts from percussive piling to the overwintering bird populations of the
338486 - 338489, NE formal response to SBW MLA, 29.01.21 (1).pdf:4:10.5.4 We welcome the proposed use of a noise reduction piling shroud during
338486 - 338489, NE formal response to SBW MLA, 29.01.21 (1).pdf:4:Disturbance at percussive piling to mitigate for above water noise. We advise that the use of a
338486 - 338489, NE formal response to SBW MLA, 29.01.21 (1).pdf:4:seal haul-out piling shroud should be secured through a condition on the marine licence.
338486 - 338489, NE formal response to SBW MLA, 29.01.21 (1).pdf:4: A noise reduction piling shroud (obtaining attenuation of ~14 dB) must be used
338486 - 338489, NE formal response to SBW MLA, 29.01.21 (1).pdf:4: when percussive piling.
338486 - 338489, NE formal response to SBW MLA, 29.01.21 (1).pdf:6:phase particularly if undertaken simultaneously with percussive piling. We note that
338486 - 338489, NE formal response to SBW MLA, 29.01.21 (1).pdf:6:12.5.4 Above-water noise generated by percussive piling has the potential to disturb
338486 - 338489, NE formal response to SBW MLA, 29.01.21 (1).pdf:6:Construction- SPA, SSSI and Ramsar site bird features. We welcome that percussive piling is
338486 - 338489, NE formal response to SBW MLA, 29.01.21 (1).pdf:6:phase only expected for a maximum of 40 minutes each day (10 minutes for each piling
338486 - 338489, NE formal response to SBW MLA, 29.01.21 (1).pdf:6: We advise that a condition is added to the marine licence to limit percussive piling
338486 - 338489, NE formal response to SBW MLA, 29.01.21 (1).pdf:6: Percussive piling should be limited to a maximum of 60 minutes each day.
338486 - 338489, NE formal response to SBW MLA, 29.01.21 (1).pdf:6:12.5.4 We welcome the use of a noise reduction piling shroud during percussive piling to
338486 - 338489, NE formal response to SBW MLA, 29.01.21 (1).pdf:6:Construction- mitigate for above water noise. We advise that the use of a piling shroud should
338486 - 338489, NE formal response to SBW MLA, 29.01.21 (1).pdf:6: A noise reduction piling shroud should be used for all percussive piling, obtaining
338486 - 338489, NE formal response to SBW MLA, 29.01.21 (1).pdf:6:General: Percussive piling works should avoid periods of freezing weather, during which
338486 - 338489, NE formal response to SBW MLA, 29.01.21 (1).pdf:7: days leading up to or during any instance of the licenced activities then any piling
338486 - 338489, NE formal response to SBW MLA, 29.01.21 (1).pdf:7: Celsius or below for three consecutive days then piling works can recommence.
338486 - 338489, NE formal response to SBW MLA, 29.01.21 (1).pdf:9: (Section 3.9, page 17) and that piling alone will take 15 months in total.
MLA202000506 and MLA202000507 Draft HRA.pdf:6: Above-water noise generated by percussive piling (terrestrial) during
MLA202000506 and MLA202000507 Draft HRA.pdf:23: passage) above water percussive piling,
MLA202000506 and MLA202000507 Draft HRA.pdf:23: Barrier to species Common tern, (Breeding) Using shrouded piling the noise levels
MLA202000506 and MLA202000507 Draft HRA.pdf:23: bird features. The works are responses to impulsive piling noises,
MLA202000506 and MLA202000507 Draft HRA.pdf:24: • percussive piling should be limited
MLA202000506 and MLA202000507 Draft HRA.pdf:24: • noise reduction piling shroud be
MLA202000506 and MLA202000507 Draft HRA.pdf:24: used for all percussive piling,
MLA202000506 and MLA202000507 Draft HRA.pdf:24: • Percussive piling works avoid
MLA202000506 and MLA202000507 Draft HRA.pdf:29: • Percussive piling should be limited to a maximum of 60 minutes each day
MLA202000506 and MLA202000507 Draft HRA.pdf:29: • Noise reduction piling shroud be used for all percussive piling, obtaining a minimum of 14 dB attenuation.
MLA202000506 and MLA202000507 Draft HRA.pdf:29: • Percussive piling works avoid periods of freezing weather, during which SPA, Ramsar and SSSI birds are especially sensitive and have high energy
MLA202000506 and MLA202000507 Draft HRA.pdf:30:piling.
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:20:assumed that all piling works will be undertaken using land-based plant, with a safety / workboat proposed
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:20:to support any activities following the removal of material in front of the quay. The number of piling rigs to
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:20:it is envisaged that up to four piling rigs would be working at the same time.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:21:Table 3.1 Assessed piling requirements
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:21: • steel required for piling – delivered using up to six vessels in Phase 1 and six vessels in Phase 2
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:25:It should be noted that piling would not be continuous through the full construction phase for the quay. There
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:25:would be periods of downtime associated with transport of the piling rig(s) to the next location to undertake
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:25:works. Piling across the two phases of work is predicted to take approximately 15 months in total (seven
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:27: o Piling rigs (land-based plant)
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:Piling within the river channel would result in the creation of underwater noise disturbance to fish, marine
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:174:Direct impact on groundwater Volume of excavated soils circa 1,415,000m3. There is the potential for earthworks and piling
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:174:Direct impact on geology Volume of excavated soils circa 1,415,000m3. Earthworks and piling activities have the
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:186: Impacts on groundwater quality during earthworks and piling
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:186:Piling also has the potential to create preferential pathways, allowing contaminant migration to the
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:186:underlying aquifers. Piling also has the potential to physically drag down contaminants from the overlying
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:187:substantial earthworks and piling; these activities have the potential to disturb potential contamination which
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:187:could migrate via groundwater or via surface run-off from Made Ground soils, run-off from stockpiling
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:217:The proposed new quay (and all piling works required to construct the quay) would be on land. Therefore,
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:219: NOAA (NMFS, 2018) guidance. underwater noise (note, piling would be conducted
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:239:As piling for the proposed new quay is to be undertaken on land, it is concluded that risks to marine
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:299:study area is likely to arise from impulsive sources, such as impact piling works. As reported in Section
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:299:3.9, piling will be undertaken (non-continuously) over a period of approximately 15 months (seven months
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:299:for Phase 1 and eight months for Phase 2), with downtime during transportation of piling rigs from one
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:299:location to the next. Assuming the use of four rigs and ten minutes of impact piling activity per rig per day,
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:299:there would be up to 40 minutes of piling activity per day during that period.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:300:Mudflat, the impulsive noise levels associated with the piling works indicated in Table 12.19 range between
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:300:piling works).
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:300:proposed piling activities is considered to be high, such that the waterbirds present may exhibit behavioural
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:300:For the purposes of the assessment, and on a precautionary basis, it has been assumed that the piling
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:300:As such, under a worst-case scenario of 40 minutes of impact piling noise per day, at low tide, the magnitude
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:300:percussive piling at Conoco-Phillips (approximately 270m away)). On all four of the monitoring visits
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:300:(undertaken at the start and during the piling), there was no evident disturbance to the birds, with continued
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:300:feeding at Seal Sands. At the nearest point, the piling in the proposed scheme is similarly distant (260-
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:300:would have a reasonably low sensitivity to piling disturbances at this kind of distance, therefore similar
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:301:noise reduction shrouding will be employed for the piling rigs, the use of which will (based on research)
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:301:Table 12.20 Predicted airborne noise levels at ecological receptors with shrouding on piling rigs
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:301:historic evidence that waterbird species in the Tees estuary may have some degree of tolerance to piling
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:304:as a result of dredging activities and residual noise from land-based piling works. The assessment
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:308: The creation of a wharf involves a substantial amount of piling. The
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:308: noise from piling, particularly impact piling may impact severely on
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:308: restrictions on piling activity should be expected in order to reduce
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:308: of piling activities associated with the
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:308: Salmon. We have noted that report states that as the piling would
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:308: assessment of impacts from piling
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:309:of underwater noise levels arising from construction works such as piling and dredging. This section
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:310: based piling works (see Section 13.5.4 and Appendix 8), plus threshold underwater noise criteria
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:325:13.5.4 Underwater noise from land-based piling activities
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:325:While piling works are to be undertaken on land at least 20m from the river edge, consultation with the
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:325:Environment Agency (see Section 13.2.1) has raised the issue of noise emissions from the landside piling
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:326:Popper et al. (2014) provides information on the relative risk of the effects of impulsive (percussive) piling
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:326:levels produced by piling have been compared to this below.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:326:media (i.e. mixed sand/silt and water), then the transmission of noise is reduced. In the proposed piling
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:326:Subacoustech (2020) reviewed the risk of transmission of underwater noise into the river from the piling
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:326:surveys of land-based piling in other locations, Subacoustech considered a likely minimum loss of 5dB
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:326:between the working area and the river. Applying this to typical piling underwater noise levels, the
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:326:conservative noise level predictions in the Tees from piling, as used in the review, are set out in Table 13.11
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:327:Table 13.11 Predictions of underwater noise levels during percussive piling in the River Tees
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:327:middle of the river closest to the piling for 10 minutes, considered to be a reasonable estimate for the length
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:327:The maximum noise level predicted from percussive piling is 159 dB SELss in the centre of the river channel,
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:327:at 150m directly opposite the piling. Based on the above assumption, this is equivalent to 185 dB SELcum.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:327:Noise-related barrier effects on migrating species during piling
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:327:levels in the Tees described in Section 13.5.3. Based on the predicted piling noise levels at the greatest
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:327:distance (i.e. 151 dB SPLRMS at 400 m), the noise level at the furthest ‘line of sight’ of the piling (around
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:327:river, and the relative insensitivity of the fish under consideration, it is thought that the noise from piling on
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:327:land is unlikely to impede their passage during piling (noting that caution such be used in the generalisation
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:327:in excess of background noise and of similar order (or greater) than the noise level produced during piling
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:327:even if piling takes place during the peak months of July and August the magnitude of the impact would be
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:327:underwater noise of piling activities is therefore considered to have a negligible impact on migration up-
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:342: any deep excavations (including piling) carried out as part of construction should be
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:373:construction plant and piling rigs has been used in the construction phase noise assessment to assess a
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:374:piling activities were also included in the noise predictions. On-times for construction plant were generally
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:374:assumed to be 60% with 30% on-time for percussive piling activities. Where construction plant is to be
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:374: Installation of tubular king Percussive piling rig 1 C3.2 / 30 115.3
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:374: Piling rig power pack 1 C3.5 60 96.8
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:374: Installation of infill sheet Percussive piling rig 1 C3.2 / 30 115.3
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:374: Piling rig power pack 1 C3.5 60 96.8
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:374: Installation of anchor wall Percussive piling rig 1 C3.2 / 30 115.3
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:374: Piling rig power pack 1 C3.5 60 96.8
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:374: Installation of heavy load Auger piling rig 1 C3.21 60 107.3
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:415:stockpiling of soils and materials. There will be constant and varied vehicular movements and on-site
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:415:activity. Construction phases will require the use of relatively tall plant including cranes, piling rigs and a
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:467: Piling rig 200 390
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:508:modelled for piling and dredging for the Hartlepool approach channel (Table 27.3).
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:508:Table 27.3 Maximum predicted impact ranges (and areas) for TTS or fleeing response for piling and
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:508: piling at NGCT, Hartlepool
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:509:seal that could be disturbed has been estimated based on the maximum impact ranges during piling at the
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:509:temporary auditory injury (TTS) or a fleeing response from cumulative impacts of piling and dredging at the
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:509: piling – cumulative impacts exposed to effect).
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:510: during piling and dredging – density of 0.01/km2. population anticipated to be
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:510:The magnitude of the potential cumulative impacts for TTS and fleeing response as a result of piling and /
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:510:disturbance as a result of cumulative underwater noise impacts from piling and dredging activities on
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:511:Table 27.5 Assessment of impact significance for cumulative underwater noise impacts from piling and
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:511: piling and
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:513:12.5.4 (i.e. shrouding employed at the piling rigs) in place, there is anticipated to be (at worst) a minor impact
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:515:the land-based piling, there may be minor adverse impacts from the dredging noises which could potentially
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:528:quay effects in relation to WFD mitigation therefore there would be require piling on land.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:542: It is proposed that all piling works will be undertaken using land-based
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:543:Piling has the potential to create preferential pathways allowing contaminant migration to the Secondary B
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:543:Mudstone Group. Piling also has the potential to physically drag down contaminants from the overlying
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:543:A pre-construction piling risk assessment and hydrogeological risk assessment would be undertaken prior
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:544: • The combined effect of piling and riverbank excavation on the groundwater body (potentially
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:544: • The combined effect of dredging and effects associated with piling and riverbank excavation on
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:544:The effects associated with soil excavation and piling on groundwater will be managed via appropriate
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:544:remediation, in addition, to the undertaking of a piling risk assessment. As a result, the combined effect is
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:549:and Redcar Mudstone Groundwater body by creation of pathways via excavation or piling for example,
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:549:would require site characterisation and remediation/ mitigation (such as piling risk assessments to be
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:549:Effects associated with construction of the proposed new quay are due to the need for excavation and piling
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:576:over an estimated 40 minutes per day (assuming ten minutes of impact piling per rig for four piling rigs) and
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:577:employment of shrouding around the piling rigs during construction works), the predicted noise levels at the
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:impulsive piling noises, including non-flight responses such as head turning, scanning and movement away
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:582:compounded on an estuary wide scale. However, with the use of shrouding on piling rigs during the
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:34:land-based piling negligible (piling) (piling) (piling) in the EIA Report. It is therefore concluded that there is no reason to amend the significance of this potential
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-16.pdf:320: to hard surfaces, including rocks, bivalve shells, pilings, docks, buoys, and ships’ hulls. It can
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:20:assumed that all piling works will be undertaken using land-based plant, with a safety / workboat proposed
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:20:to support any activities following the removal of material in front of the quay. The number of piling rigs to
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:20:it is envisaged that up to four piling rigs would be working at the same time.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:21:Table 3.1 Assessed piling requirements
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:21: • steel required for piling – delivered using up to six vessels in Phase 1 and six vessels in Phase 2
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:25:It should be noted that piling would not be continuous through the full construction phase for the quay. There
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:25:would be periods of downtime associated with transport of the piling rig(s) to the next location to undertake
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:25:works. Piling across the two phases of work is predicted to take approximately 15 months in total (seven
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:27: o Piling rigs (land-based plant)
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:Piling within the river channel would result in the creation of underwater noise disturbance to fish, marine
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:174:Direct impact on groundwater Volume of excavated soils circa 1,415,000m3. There is the potential for earthworks and piling
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:174:Direct impact on geology Volume of excavated soils circa 1,415,000m3. Earthworks and piling activities have the
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:186: Impacts on groundwater quality during earthworks and piling
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:186:Piling also has the potential to create preferential pathways, allowing contaminant migration to the
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:186:underlying aquifers. Piling also has the potential to physically drag down contaminants from the overlying
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:187:substantial earthworks and piling; these activities have the potential to disturb potential contamination which
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:187:could migrate via groundwater or via surface run-off from Made Ground soils, run-off from stockpiling
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:217:The proposed new quay (and all piling works required to construct the quay) would be on land. Therefore,
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:219: NOAA (NMFS, 2018) guidance. underwater noise (note, piling would be conducted
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:239:As piling for the proposed new quay is to be undertaken on land, it is concluded that risks to marine
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:299:study area is likely to arise from impulsive sources, such as impact piling works. As reported in Section
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:299:3.9, piling will be undertaken (non-continuously) over a period of approximately 15 months (seven months
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:299:for Phase 1 and eight months for Phase 2), with downtime during transportation of piling rigs from one
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:299:location to the next. Assuming the use of four rigs and ten minutes of impact piling activity per rig per day,
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:299:there would be up to 40 minutes of piling activity per day during that period.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:300:Mudflat, the impulsive noise levels associated with the piling works indicated in Table 12.19 range between
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:300:piling works).
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:300:proposed piling activities is considered to be high, such that the waterbirds present may exhibit behavioural
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:300:For the purposes of the assessment, and on a precautionary basis, it has been assumed that the piling
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:300:As such, under a worst-case scenario of 40 minutes of impact piling noise per day, at low tide, the magnitude
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:300:percussive piling at Conoco-Phillips (approximately 270m away)). On all four of the monitoring visits
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:300:(undertaken at the start and during the piling), there was no evident disturbance to the birds, with continued
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:300:feeding at Seal Sands. At the nearest point, the piling in the proposed scheme is similarly distant (260-
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:300:would have a reasonably low sensitivity to piling disturbances at this kind of distance, therefore similar
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:301:noise reduction shrouding will be employed for the piling rigs, the use of which will (based on research)
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:301:Table 12.20 Predicted airborne noise levels at ecological receptors with shrouding on piling rigs
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:301:historic evidence that waterbird species in the Tees estuary may have some degree of tolerance to piling
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:304:as a result of dredging activities and residual noise from land-based piling works. The assessment
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:308: The creation of a wharf involves a substantial amount of piling. The
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:308: noise from piling, particularly impact piling may impact severely on
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:308: restrictions on piling activity should be expected in order to reduce
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:308: of piling activities associated with the
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:308: Salmon. We have noted that report states that as the piling would
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:308: assessment of impacts from piling
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:309:of underwater noise levels arising from construction works such as piling and dredging. This section
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:310: based piling works (see Section 13.5.4 and Appendix 8), plus threshold underwater noise criteria
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:325:13.5.4 Underwater noise from land-based piling activities
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:325:While piling works are to be undertaken on land at least 20m from the river edge, consultation with the
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:325:Environment Agency (see Section 13.2.1) has raised the issue of noise emissions from the landside piling
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:326:Popper et al. (2014) provides information on the relative risk of the effects of impulsive (percussive) piling
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:326:levels produced by piling have been compared to this below.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:326:media (i.e. mixed sand/silt and water), then the transmission of noise is reduced. In the proposed piling
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:326:Subacoustech (2020) reviewed the risk of transmission of underwater noise into the river from the piling
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:326:surveys of land-based piling in other locations, Subacoustech considered a likely minimum loss of 5dB
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:326:between the working area and the river. Applying this to typical piling underwater noise levels, the
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:326:conservative noise level predictions in the Tees from piling, as used in the review, are set out in Table 13.11
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:327:Table 13.11 Predictions of underwater noise levels during percussive piling in the River Tees
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:327:middle of the river closest to the piling for 10 minutes, considered to be a reasonable estimate for the length
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:327:The maximum noise level predicted from percussive piling is 159 dB SELss in the centre of the river channel,
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:327:at 150m directly opposite the piling. Based on the above assumption, this is equivalent to 185 dB SELcum.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:327:Noise-related barrier effects on migrating species during piling
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:327:levels in the Tees described in Section 13.5.3. Based on the predicted piling noise levels at the greatest
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:327:distance (i.e. 151 dB SPLRMS at 400 m), the noise level at the furthest ‘line of sight’ of the piling (around
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:327:river, and the relative insensitivity of the fish under consideration, it is thought that the noise from piling on
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:327:land is unlikely to impede their passage during piling (noting that caution such be used in the generalisation
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:327:in excess of background noise and of similar order (or greater) than the noise level produced during piling
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:327:even if piling takes place during the peak months of July and August the magnitude of the impact would be
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:327:underwater noise of piling activities is therefore considered to have a negligible impact on migration up-
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:342: any deep excavations (including piling) carried out as part of construction should be
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:373:construction plant and piling rigs has been used in the construction phase noise assessment to assess a
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:374:piling activities were also included in the noise predictions. On-times for construction plant were generally
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:374:assumed to be 60% with 30% on-time for percussive piling activities. Where construction plant is to be
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:374: Installation of tubular king Percussive piling rig 1 C3.2 / 30 115.3
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:374: Piling rig power pack 1 C3.5 60 96.8
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:374: Installation of infill sheet Percussive piling rig 1 C3.2 / 30 115.3
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:374: Piling rig power pack 1 C3.5 60 96.8
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:374: Installation of anchor wall Percussive piling rig 1 C3.2 / 30 115.3
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:374: Piling rig power pack 1 C3.5 60 96.8
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:374: Installation of heavy load Auger piling rig 1 C3.21 60 107.3
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:415:stockpiling of soils and materials. There will be constant and varied vehicular movements and on-site
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:415:activity. Construction phases will require the use of relatively tall plant including cranes, piling rigs and a
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:467: Piling rig 200 390
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:508:modelled for piling and dredging for the Hartlepool approach channel (Table 27.3).
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:508:Table 27.3 Maximum predicted impact ranges (and areas) for TTS or fleeing response for piling and
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:508: piling at NGCT, Hartlepool
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:509:seal that could be disturbed has been estimated based on the maximum impact ranges during piling at the
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:509:temporary auditory injury (TTS) or a fleeing response from cumulative impacts of piling and dredging at the
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:509: piling – cumulative impacts exposed to effect).
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:510: during piling and dredging – density of 0.01/km2. population anticipated to be
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:510:The magnitude of the potential cumulative impacts for TTS and fleeing response as a result of piling and /
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:510:disturbance as a result of cumulative underwater noise impacts from piling and dredging activities on
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:511:Table 27.5 Assessment of impact significance for cumulative underwater noise impacts from piling and
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:511: piling and
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:513:12.5.4 (i.e. shrouding employed at the piling rigs) in place, there is anticipated to be (at worst) a minor impact
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:515:the land-based piling, there may be minor adverse impacts from the dredging noises which could potentially
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:528:quay effects in relation to WFD mitigation therefore there would be require piling on land.
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:542: It is proposed that all piling works will be undertaken using land-based
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:543:Piling has the potential to create preferential pathways allowing contaminant migration to the Secondary B
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:543:Mudstone Group. Piling also has the potential to physically drag down contaminants from the overlying
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:543:A pre-construction piling risk assessment and hydrogeological risk assessment would be undertaken prior
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:544: • The combined effect of piling and riverbank excavation on the groundwater body (potentially
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:544: • The combined effect of dredging and effects associated with piling and riverbank excavation on
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:544:The effects associated with soil excavation and piling on groundwater will be managed via appropriate
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:544:remediation, in addition, to the undertaking of a piling risk assessment. As a result, the combined effect is
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:549:and Redcar Mudstone Groundwater body by creation of pathways via excavation or piling for example,
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:549:would require site characterisation and remediation/ mitigation (such as piling risk assessments to be
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:549:Effects associated with construction of the proposed new quay are due to the need for excavation and piling
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:576:over an estimated 40 minutes per day (assuming ten minutes of impact piling per rig for four piling rigs) and
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:577:employment of shrouding around the piling rigs during construction works), the predicted noise levels at the
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:impulsive piling noises, including non-flight responses such as head turning, scanning and movement away
MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:582:compounded on an estuary wide scale. However, with the use of shrouding on piling rigs during the
MLA_2020_00506-MLA202000506 and MLA202000507 Final HRA .pdf:6: Above-water noise generated by percussive piling (terrestrial) during
MLA_2020_00506-MLA202000506 and MLA202000507 Final HRA .pdf:23: passage) above water percussive piling,
MLA_2020_00506-MLA202000506 and MLA202000507 Final HRA .pdf:23: Barrier to species Common tern, (Breeding) Using shrouded piling the noise levels
MLA_2020_00506-MLA202000506 and MLA202000507 Final HRA .pdf:23: bird features. The works are responses to impulsive piling noises,
MLA_2020_00506-MLA202000506 and MLA202000507 Final HRA .pdf:24: • percussive piling should be limited
MLA_2020_00506-MLA202000506 and MLA202000507 Final HRA .pdf:24: • noise reduction piling shroud be
MLA_2020_00506-MLA202000506 and MLA202000507 Final HRA .pdf:24: used for all percussive piling,
MLA_2020_00506-MLA202000506 and MLA202000507 Final HRA .pdf:24: • Percussive piling works avoid
MLA_2020_00506-MLA202000506 and MLA202000507 Final HRA .pdf:29: • Percussive piling should be limited to a maximum of 60 minutes each day
MLA_2020_00506-MLA202000506 and MLA202000507 Final HRA .pdf:29: • Noise reduction piling shroud be used for all percussive piling, obtaining a minimum of 14 dB attenuation.
MLA_2020_00506-MLA202000506 and MLA202000507 Final HRA .pdf:29: • Percussive piling works avoid periods of freezing weather, during which SPA, Ramsar and SSSI birds are especially sensitive and have high energy
MLA_2020_00506-MLA202000506 and MLA202000507 Final HRA .pdf:30:piling.
PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf:14: impacts from dredging and piling is an acceptable means of mitigating the identified impacts for the
PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf:16: Compiling, reviewing and updating this WSI following consultation with STDL and the regulators
PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf:16: If required, compiling, agreeing and issuing method statements for archaeological contractors to
PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf:26: Compiling Preliminary Record sheets for discoveries; and,
PC1084-RHD-SB-EN-RP-EV-1123 Written Scheme of Investigation.pdf:33: Date: Time of compiling information:
MLA_2020_00506-20230224_S_Bunce_Objection_MMO_Response_v1.pdf:1: this. Installation of a cofferdam would require piling which is not consented
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:14:As piling is to take place on land and out of water, underwater noise levels will be below those that could
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:15:piling works. Following the implementation of mitigation measures, including shrouding on the piling rigs,
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:16:predicted. A review of potential impacts from land-based piling resulted in a conclusion that there will be
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:53: installed on land (i.e. no piling below
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:53: percussive piling.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:58: Specific information on the dredging and piling activities will be required, including the duration of works and anticipated working hours, the likely noise
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:62:It is currently proposed that all piling works for the quay will be undertaken on land. It is therefore not
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:62:Section 4.3, underwater noise modelling is not proposed given that all piling works for construction of the
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:81: 3.3. The MMO is satisfied that the piling activity identified in the report will not require a
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:275: • vertical migration through the creation of preferential pathways via piling; and,
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:277: piling. Strategy for the neighbouring site indicates that
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:279: piling.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:280: piling.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:281: piling.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:282: piling. B Aquifer (Mercia
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:282: piling.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:120: 2.2 Noise associated with piling equipment ………………………………………………………………………. 5
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:122:expected for percussive piling. These are described below.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:122:impact piling and seismic airgun sources. SPL peak is calculated using the maximum variation of the
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:123:This technical note considers a proposed new quay wall, which will be installed using percussive piling
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:123:land. The closest piling is approximately 20 m from the river edge. There are no piling works proposed
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:123:case of up to 40 minutes of piling per day.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:124:2.2 Noise associated with piling equipment
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:to the River Tees, where the sensitive species are present, the energy produced by the piling must be
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:124:transmitted from the piling rig, into the surrounding ground and from there into the water.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:124:water around piling over the last 15 years. However, these are almost entirely where the piling and
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:124:receiver location. In the case of the piling at South Bank, all piling will be on land.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:124:percussive piling by a river have been taken by Subacoustech Environmental 4 from a survey in the
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:124:4 F Midforth, S East (2016). Monitoring of underwater noise prior to and during piling operations on the River
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: Table 2-1 Measurements of underwater percussive piling, in water, in the River Thames, City of
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:125:The largest (worst case) piling hammer assumed to be used at South Bank is an IHC S150, which is
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:125:larger than the one used in the piling above and could lead to an increase of approximately 2 dB more
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:125:with the piling equipment also operating directly in the water. The piling at South Bank will occur on
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:Portsmouth6. The River Meon was approximately 200 m from the piling and the noise levels were
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:125:measured in the river. Based on previous measurements of similar equipment piling directly in the water,
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:125:it was found that the piling noise (during piling on the beach) measured in the River Meon was 5 dB
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:125:lower than the piling in the water. It is recognised that this is a rather different situation to that here;
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:125:used and 5 dB attenuation by the piling on land.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:125: Table 2-2 Predictions of underwater noise levels during percussive piling in the River Tees
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:125:6 T Mason (2018). Transmission of noise into water from coastal piling at Hill Head, Hampshire. Subacoustech
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:126:produced by piling will be compared to this.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:127:or non-impulsive. The piling noise is considered non-impulsive as it is a steady state noise. The Southall
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:127:piling sound sources is for potential TTS in the most sensitive species. This threshold is 186 dB SELcum
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:127:exposure over multiple pulses from percussive piling.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:127:that the receptor remains in the middle of the river closest to the piling for 10 minutes, considered to be
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:127:The noise level identified as the maximum expected in the river from percussive piling is 159 dB SELss
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:127:in the middle of the river, at 150 m from directly opposite the piling. Based on the above assumption,
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:127:temporary threshold shift to even the most sensitive species of fish from noise from percussive piling
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:127:It should be noted that this noise level is directly opposite a piling location in the River Tees and will
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:127:SPLRMS when vessels pass, or other noise sources are present. Based on the predicted piling noise
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:127:‘line of sight’ of the piling (around Middlesbrough Dock) using a reasonable estimation for noise
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:128:piling on land is unlikely to impede their passage during piling.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:128:opposite the piling location.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:128:exposed to percussive piling noise at this range, the weighting is approximately equivalent to 21 dB,
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:128:level predicted at 100 m and is not expected to be reached at any position in the river during piling.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:128:The potential impact of underwater noise produced by the percussive piling activities of the proposed
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:128:has been assessed. All piling will be undertaken on land, out of the water. Due to the complexity of the
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:128:transmission from piling on land. Based on criteria for potential injury to fish (Popper et al. 2014) and
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:128:Noise levels during piling will be below those that could potentially cause temporary threshold shift
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:128:The noise levels are predicted to reach approximately 153 dB SPLRMS directly opposite the piling, based
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:128:on previous measurements of piling noise in similar conditions. This is slightly above the suggested
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:128:percussive piling, the noisiest expected activity, is expected to occur for up to 10 minutes a day, in up
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:128:to four locations, the risk of any potential impacts, behavioural or otherwise, from piling on land is
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:286: • steel required for piling – delivered using up to six vessels in Phase 1 and six vessels in Phase
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:393:outside the estuary but could delay or prevent fish The potential risk associated with piling on land and the potential for underwater noise is
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:393:estuary underwater noise into the river from the piling activities and the potential impacts on
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:400: There is the potential for earthworks and piling activities to disturb pre-existing contamination which may be
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:401: phase of the new quay which includes piling, has the potential to increase the release
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:401: There is the potential for earthworks and piling activities to disturb pre-existing
MLA_2020_00506-NE formal response to SBW MLA, 29.01.21 (1)-12.pdf:4:10.5.4 We welcome the proposed use of a noise reduction piling shroud during
MLA_2020_00506-NE formal response to SBW MLA, 29.01.21 (1)-12.pdf:4:Disturbance at percussive piling to mitigate for above water noise. We advise that the use of a
MLA_2020_00506-NE formal response to SBW MLA, 29.01.21 (1)-12.pdf:4:seal haul-out piling shroud should be secured through a condition on the marine licence.
MLA_2020_00506-NE formal response to SBW MLA, 29.01.21 (1)-12.pdf:4: A noise reduction piling shroud (obtaining attenuation of ~14 dB) must be used
MLA_2020_00506-NE formal response to SBW MLA, 29.01.21 (1)-12.pdf:4: when percussive piling.
MLA_2020_00506-NE formal response to SBW MLA, 29.01.21 (1)-12.pdf:6:phase particularly if undertaken simultaneously with percussive piling. We note that
MLA_2020_00506-NE formal response to SBW MLA, 29.01.21 (1)-12.pdf:6:12.5.4 Above-water noise generated by percussive piling has the potential to disturb
MLA_2020_00506-NE formal response to SBW MLA, 29.01.21 (1)-12.pdf:6:Construction- SPA, SSSI and Ramsar site bird features. We welcome that percussive piling is
MLA_2020_00506-NE formal response to SBW MLA, 29.01.21 (1)-12.pdf:6:phase only expected for a maximum of 40 minutes each day (10 minutes for each piling
MLA_2020_00506-NE formal response to SBW MLA, 29.01.21 (1)-12.pdf:6: We advise that a condition is added to the marine licence to limit percussive piling
MLA_2020_00506-NE formal response to SBW MLA, 29.01.21 (1)-12.pdf:6: Percussive piling should be limited to a maximum of 60 minutes each day.
MLA_2020_00506-NE formal response to SBW MLA, 29.01.21 (1)-12.pdf:6:12.5.4 We welcome the use of a noise reduction piling shroud during percussive piling to
MLA_2020_00506-NE formal response to SBW MLA, 29.01.21 (1)-12.pdf:6:Construction- mitigate for above water noise. We advise that the use of a piling shroud should
MLA_2020_00506-NE formal response to SBW MLA, 29.01.21 (1)-12.pdf:6: A noise reduction piling shroud should be used for all percussive piling, obtaining
MLA_2020_00506-NE formal response to SBW MLA, 29.01.21 (1)-12.pdf:6:General: Percussive piling works should avoid periods of freezing weather, during which
MLA_2020_00506-NE formal response to SBW MLA, 29.01.21 (1)-12.pdf:7: days leading up to or during any instance of the licenced activities then any piling
MLA_2020_00506-NE formal response to SBW MLA, 29.01.21 (1)-12.pdf:7: Celsius or below for three consecutive days then piling works can recommence.
MLA_2020_00506-NE formal response to SBW MLA, 29.01.21 (1)-12.pdf:9: (Section 3.9, page 17) and that piling alone will take 15 months in total.
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:34:land-based piling negligible (piling) (piling) (piling) in the EIA Report. It is therefore concluded that there is no reason to amend the significance of this potential
MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1115_South Bank Quay supplementary report-31.pdf:320: to hard surfaces, including rocks, bivalve shells, pilings, docks, buoys, and ships’ hulls. It can
R-2021-0830-CD-DECISION NOTICE 0684.pdf:5:9. Prior to the commencement of piling works, a Piling Risk Assessment shall
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:5: through discharge of condition 4, a Piling Risk Assessment shall be submitted to and approved in
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:5: details of piling are agreed in advance of this early part of development.
R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf:16:5.4 Stockpiling of Materials
R-2022-0515-CD-R 2020 0357 OOM Decision Notice.pdf:5: iv Archaeological monitoring of deep excavations and piling in any areas
R-2022-0515-CD-R 2020 0357 OOM Decision Notice.pdf:7: phasing plan agreed through discharge of condition 4, a Piling Risk
R-2022-0515-CD-R 2020 0357 OOM Decision Notice.pdf:7: required so that the final details of piling are agreed in advance of this early
R-2021-0754-FFM-INCA2021-67 South Bank access road - Ecology report.pdf:4:at the time of the 2020 surveys was bare and had been used for stockpiling materials.
Environmental Statement, Chapter G Water Management and Flooding Section 7 Residual effects.pdf:1:G7.7 During future piling activities associated with future site redevelopment, groundwater quality of
Environmental Statement, Chapter G Water Management and Flooding Section 7 Residual effects.pdf:2: piling risk assessment for the site. Therefore, any effects on groundwater quality are likely to be
Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:6: Piling Any piling work will be subject to
Environmental Statement, Chapter G Water Management and Flooding Section 6 mitigation.pdf:6: a piling risk assessment
CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:18: are relics of a crane pad and are formed with sheet piling. There are weirs within the
CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:19: Cleveland Channel is artificial and formed from sheet piling.
CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:40: sheet piling and sediments contaminated from the
CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:57: Cleveland Channel is artificial and formed from sheet piling.
TW-SIZ-XX-JBAU-SB-00-RP-EN-0011-S4-P01-HRA.pdf:25: hydraulic piling. Therefore, it is
MLA_2022_00248-APPLICATION-FORM.pdf:23:No high impact/impulsive activities such as percussive piling are required for the
MLA_2022_00248-APPLICATION-FORM.pdf:23:No high impact/impulsive activities such as percussive piling are required for the
R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:25:4.3.6.3 Segregation and Stockpiling
R-2021-0422-CD-Decision Notice (1).pdf:5: iv Archaeological monitoring of deep excavations and piling in any areas
R-2021-0422-CD-Decision Notice (1).pdf:7: phasing plan agreed through discharge of condition 4, a Piling Risk
R-2021-0422-CD-Decision Notice (1).pdf:7: required so that the final details of piling are agreed in advance of this early
R-2022-0342-CD-EP NU.pdf:1: Proposal: PARTIAL DISCHARGE OF CONDITIONS 21 (PILING RISK
R-2022-0342-CD-EP NU.pdf:1:I note that a piling risk assessment has been submitted in support of discharge of
R-2022-0342-CD-COMPLIANCE DECISION NOTICE.pdf:1:PROPOSAL: PARTIAL DISCHARGE OF CONDITIONS 21 (PILING RISK ASSESSMENT)
R-2022-0342-CD-COMPLIANCE DECISION NOTICE.pdf:2:Proposal: PARTIAL DISCHARGE OF CONDITIONS 21 (PILING RISK
R-2022-0342-CD-COMPLIANCE DECISION NOTICE.pdf:2: phasing plan agreed through discharge of condition 4, a Piling Risk
R-2022-0342-CD-COMPLIANCE DECISION NOTICE.pdf:2: required so that the final details of piling are agreed in advance of this early
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:8:piling risk assessment and floor slab construction design.
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:The estimated safe working load is indicative only and specialist piling contractors should be consulted with
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:34:Other considerations that should be accounted for during the piling design includes:
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:35:• Piling risk assessment to consider risks of encountering contamination (e.g. NAPL) and creating pathway
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:35:• The piling contractor should note the presence of potentially soluble units within the bedrock (e.g. gypsum)
R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:38:100 within the slag materials. The piling designer will need to allow for progressing through very dense materials
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:It is understood that a specialist piling contractor will design and install the piles. The designs will need to
R-2022-0342-CD-R 2020 0357 OOM Decision Notice.pdf:5: iv Archaeological monitoring of deep excavations and piling in any areas
R-2022-0342-CD-R 2020 0357 OOM Decision Notice.pdf:7: phasing plan agreed through discharge of condition 4, a Piling Risk
R-2022-0342-CD-R 2020 0357 OOM Decision Notice.pdf:7: required so that the final details of piling are agreed in advance of this early
R-2022-0342-CD-COMPLIANCE OFFICER REPORT.pdf:1: (PILING RISK ASSESSMENT) AND 25 (GAS
R-2022-0342-CD-COMPLIANCE OFFICER REPORT.pdf:1:phasing plan agreed through discharge of condition 4, a Piling Risk Assessment
R-2022-0342-CD-COMPLIANCE OFFICER REPORT.pdf:2:required so that the final details of piling are agreed in advance of this early part of
R-2022-0342-CD-COMPLIANCE OFFICER REPORT.pdf:2:Piling Risk Assessment (Doc Ref L05858-CLK-XX-XX-RP-GT-0002 April 2022)
R-2022-0342-CD-COMPLIANCE OFFICER REPORT.pdf:2:Condition 21 (Piling Risk Assessment) Again this is not a condition we requested.
R-2022-0342-CD-COMPLIANCE OFFICER REPORT.pdf:2:I note that a piling risk assessment has been submitted in support of discharge of
R-2022-0342-CD-COMPLIANCE OFFICER REPORT.pdf:5: Piling Risk Assessment and Gas Risk Assessment pursuant to the proposed SeAH
R-2022-0342-CD-COMPLIANCE OFFICER REPORT.pdf:5: With regard to Condition 21 (Piling Risk Assessment) no objection has been raised
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:1:Piling Risk Assessment
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:2: Piling Risk Assessment
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:3: Piling Risk Assessment
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:4: Piling Risk Assessment
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:4:Ltd, to undertake a Piling Risk Assessment for land within the Teesport regeneration area. The land
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:4: plan agreed through discharge of condition 4, a Piling Risk Assessment shall be
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:4: that the final details of piling are agreed in advance of this early part of development.
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:4:The purpose of this piling risk assessment is to meet the requirements of the above planning condition.
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:4: • Piling and Penetrative Ground Improvement Methods on Land Affected by Contamination:
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:4: • Piling in Layered Ground: risks to groundwater and archaeology – Environment Agency Science
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:5: Piling Risk Assessment
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:6: Piling Risk Assessment
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:7: Piling Risk Assessment
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:7:2022). Review of the document indicated thee following key factors pertaining to this piling risk
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:8: Piling Risk Assessment
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:9: Piling Risk Assessment
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:10: Piling Risk Assessment
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:10:selection of a piling method. The compact nature and strength of the made ground is such that a driven
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:10:For the purposes of a piling risk assessment the conceptual model is characterised by identification of
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:11: Piling Risk Assessment
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:12: Piling Risk Assessment
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:12: increased due to piling,
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:12:low risk to controlled waters posed by the site will not be altered by the process of piling. No remedial
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:13: Piling Risk Assessment
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:14: Piling Risk Assessment
R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:16: Piling Risk Assessment
R-2022-0342-CD-61586 Conditions 21 and 25 Covering Letter 07-04-22(1).pdf:1:discharge of condition 4, a Piling Risk Assessment shall be submitted to and approved in writing by the
R-2022-0342-CD-61586 Conditions 21 and 25 Covering Letter 07-04-22(1).pdf:1:Piling Risk Assessment for a circa 36ha plot of land on the Teesworks site, in order to meet the requirements
R-2022-0342-CD-61586 Conditions 21 and 25 Covering Letter 07-04-22(1).pdf:2:• L05858-CLK-XX-XX-RP-GT-0002 Piling Risk Assessment
R-2022-0342-CD-61586 Conditions 21 and 25 Covering Letter 07-04-22(1).pdf:2:The Piling Risk Assessment concludes that the current very low risk to controlled waters posed by the site
R-2022-0342-CD-61586 Conditions 21 and 25 Covering Letter 07-04-22(1).pdf:2:will not be altered by the process of piling. No remedial actions, or further mitigation measures, are
R-2022-0342-CD-ApplicationFormRedacted.pdf:5: • L05858-CLK-XX-XX-RP-GT-0002 Piling Risk Assessment
R-2023-0246-RMM-TV_ERF_Shadow_HRA.pdf:43: • Implementation of piling design with tight quality assurance / quality
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:13: • Piling work
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:36: earthworks, piling, laying foundations / concrete structures for the tipping hall,
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:38: platforms, forklift trucks, concrete pumps, piling rigs, compressors, generators
R-2023-0246-RMM-TV_ERF_EIA_SoC_Part_1of2.pdf:55: • Implementation of piling design with tight quality assurance / quality controls
R-2023-0246-RMM-TV_ERF_Planning_Supporting_Statement.pdf:10: bunker, and some piling activity, that will be deeper than the extent of the
R-2023-0246-RMM-MGE05034 Contaminated Land(1).pdf:1:It is also noted from the Water Framework Directive report that piling is proposed for
R-2023-0246-RMM-MGE05035 Nuisance.pdf:1:operation will not cause a breach in air quality levels foundations Piling has not been
R-2023-0246-RMM-TV_ERF_Noise_and_Vibration_Impact_Assessment.pdf:12: Vibration levels from piling may be perceptible at distances up to 100m from the works. Of the
R-2023-0246-RMM-TV_ERF_Noise_and_Vibration_Impact_Assessment.pdf:12: from the nearest potential piling location. Residential receptors are approximately 580-790m from
R-2023-0246-RMM-TV_ERF_Noise_and_Vibration_Impact_Assessment.pdf:32: parts of the building, due to events such as train pass-by, piling,
R-2023-0246-RMM-TV_ERF_Noise_and_Vibration_Impact_Assessment.pdf:37: Hydraulic hammer piling
R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:14: may be limited. Should piling or
R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:16: and / or operation of the ERF the ground. Should piling (such as
R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:18: included within future developments, with piling methods and protocol being implemented in
R-2023-0246-RMM-TV_ERF_Water_Framework_Directive_Assessment_Review_and_Update.pdf:21: DrWPA • It should be noted that piling is proposed for the heavy foundations and slabs across the site, the type of piling is
R-2022-0354-CD-Archaeological Recording WSI.pdf:3: iv Archaeological monitoring of deep excavations and piling in any areas indicated by the
R-2022-0354-CD-0354 Decision.pdf:2: iv Archaeological monitoring of deep excavations and piling in any areas
R-2022-0354-CD-R 2020 0357 OOM Decision Notice.pdf:5: iv Archaeological monitoring of deep excavations and piling in any areas
R-2022-0354-CD-R 2020 0357 OOM Decision Notice.pdf:7: phasing plan agreed through discharge of condition 4, a Piling Risk
R-2022-0354-CD-R 2020 0357 OOM Decision Notice.pdf:7: required so that the final details of piling are agreed in advance of this early
R-2022-0354-CD-61586_01 Cover Letter(1).pdf:1: iv Archaeological monitoring of deep excavations and piling in any areas indicated by the
R-2022-0354-CD-0354 Officer Report.pdf:2:iv Archaeological monitoring of deep excavations and piling in any areas
R-2020-0302-PND-OFFICER REPORT.pdf:3: stockpiling and transportation off site.
R-2020-0302-PND-South Bank Wharf Minor Buildings Demolition V1.0.pdf:4:was previously used to provide materials stockpiling and sorting for the former Cleveland
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf:12:construction plant and piling rigs has been used in the construction phase noise assessment to assess a
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf:13:piling activities were also included in the noise predictions. On-times for construction plant were generally
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf:13:assumed to be 60% with 30% on-time for percussive piling activities. Where construction plant is to be
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf:13: Installation of tubular king Percussive piling rig 1 C3.2 / 30 115.3
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf:13: Piling rig power pack 1 C3.5 60 96.8
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf:13: Installation of infill sheet Percussive piling rig 1 C3.2 / 30 115.3
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf:13: Piling rig power pack 1 C3.5 60 96.8
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf:13: Installation of anchor wall Percussive piling rig 1 C3.2 / 30 115.3
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf:13: Piling rig power pack 1 C3.5 60 96.8
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf:13: Installation of heavy load Auger piling rig 1 C3.21 60 107.3
R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:14:As piling is to take place on land and out of water, underwater noise levels will be below those that could
R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:15:piling works. Following the implementation of mitigation measures, including shrouding on the piling rigs,
R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:16:predicted. A review of potential impacts from land-based piling resulted in a conclusion that there will be
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:2: 2.2 Noise associated with piling equipment ………………………………………………………………………. 5
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:4:expected for percussive piling. These are described below.
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:4:impact piling and seismic airgun sources. SPL peak is calculated using the maximum variation of the
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:5:This technical note considers a proposed new quay wall, which will be installed using percussive piling
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:5:land. The closest piling is approximately 20 m from the river edge. There are no piling works proposed
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:5:case of up to 40 minutes of piling per day.
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:6:2.2 Noise associated with piling equipment
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:to the River Tees, where the sensitive species are present, the energy produced by the piling must be
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:6:transmitted from the piling rig, into the surrounding ground and from there into the water.
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:6:water around piling over the last 15 years. However, these are almost entirely where the piling and
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:6:receiver location. In the case of the piling at South Bank, all piling will be on land.
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:6:percussive piling by a river have been taken by Subacoustech Environmental 4 from a survey in the
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:6:4 F Midforth, S East (2016). Monitoring of underwater noise prior to and during piling operations on the River
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: Table 2-1 Measurements of underwater percussive piling, in water, in the River Thames, City of
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:7:The largest (worst case) piling hammer assumed to be used at South Bank is an IHC S150, which is
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:7:larger than the one used in the piling above and could lead to an increase of approximately 2 dB more
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:7:with the piling equipment also operating directly in the water. The piling at South Bank will occur on
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:Portsmouth6. The River Meon was approximately 200 m from the piling and the noise levels were
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:7:measured in the river. Based on previous measurements of similar equipment piling directly in the water,
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:7:it was found that the piling noise (during piling on the beach) measured in the River Meon was 5 dB
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:7:lower than the piling in the water. It is recognised that this is a rather different situation to that here;
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:7:used and 5 dB attenuation by the piling on land.
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:7: Table 2-2 Predictions of underwater noise levels during percussive piling in the River Tees
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:7:6 T Mason (2018). Transmission of noise into water from coastal piling at Hill Head, Hampshire. Subacoustech
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:8:produced by piling will be compared to this.
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:9:or non-impulsive. The piling noise is considered non-impulsive as it is a steady state noise. The Southall
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:9:piling sound sources is for potential TTS in the most sensitive species. This threshold is 186 dB SELcum
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:9:exposure over multiple pulses from percussive piling.
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:9:that the receptor remains in the middle of the river closest to the piling for 10 minutes, considered to be
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:9:The noise level identified as the maximum expected in the river from percussive piling is 159 dB SELss
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:9:in the middle of the river, at 150 m from directly opposite the piling. Based on the above assumption,
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:9:temporary threshold shift to even the most sensitive species of fish from noise from percussive piling
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:9:It should be noted that this noise level is directly opposite a piling location in the River Tees and will
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:9:SPLRMS when vessels pass, or other noise sources are present. Based on the predicted piling noise
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:9:‘line of sight’ of the piling (around Middlesbrough Dock) using a reasonable estimation for noise
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:10:piling on land is unlikely to impede their passage during piling.
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:10:opposite the piling location.
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:10:exposed to percussive piling noise at this range, the weighting is approximately equivalent to 21 dB,
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:10:level predicted at 100 m and is not expected to be reached at any position in the river during piling.
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:10:The potential impact of underwater noise produced by the percussive piling activities of the proposed
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:10:has been assessed. All piling will be undertaken on land, out of the water. Due to the complexity of the
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:10:transmission from piling on land. Based on criteria for potential injury to fish (Popper et al. 2014) and
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:10:Noise levels during piling will be below those that could potentially cause temporary threshold shift
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:10:The noise levels are predicted to reach approximately 153 dB SPLRMS directly opposite the piling, based
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:10:on previous measurements of piling noise in similar conditions. This is slightly above the suggested
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:10:percussive piling, the noisiest expected activity, is expected to occur for up to 10 minutes a day, in up
R-2020-0685-ESM-Appendix 8_Underwater noise assessment.pdf:10:to four locations, the risk of any potential impacts, behavioural or otherwise, from piling on land is
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:19:stockpiling of soils and materials. There will be constant and varied vehicular movements and on-site
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:19:activity. Construction phases will require the use of relatively tall plant including cranes, piling rigs and a
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:7:quay effects in relation to WFD mitigation therefore there would be require piling on land.
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:21: It is proposed that all piling works will be undertaken using land-based
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:22:Piling has the potential to create preferential pathways allowing contaminant migration to the Secondary B
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:22:Mudstone Group. Piling also has the potential to physically drag down contaminants from the overlying
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:22:A pre-construction piling risk assessment and hydrogeological risk assessment would be undertaken prior
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:23: • The combined effect of piling and riverbank excavation on the groundwater body (potentially
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:23: • The combined effect of dredging and effects associated with piling and riverbank excavation on
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:23:The effects associated with soil excavation and piling on groundwater will be managed via appropriate
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:23:remediation, in addition, to the undertaking of a piling risk assessment. As a result, the combined effect is
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:28:and Redcar Mudstone Groundwater body by creation of pathways via excavation or piling for example,
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:28:would require site characterisation and remediation/ mitigation (such as piling risk assessments to be
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:28:Effects associated with construction of the proposed new quay are due to the need for excavation and piling
R-2020-0685-ESM-OFFICER REPORT.pdf:14:The statement states that construction works including piling operations will
R-2020-0685-ESM-OFFICER REPORT.pdf:14:The model calculation (sound plan) assumes that all piling activities will be
R-2020-0685-ESM-OFFICER REPORT.pdf:14:The working hours for all piling operations activities wherever possible on this
R-2020-0685-ESM-OFFICER REPORT.pdf:24:during earthworks and piling, surface water quality from the discharge of
R-2020-0685-ESM-OFFICER REPORT.pdf:24:The proposed development will involve significant earthworks and piling
R-2020-0685-ESM-OFFICER REPORT.pdf:33:The proposed new quay and the associated piling works are to be on land.
R-2020-0685-ESM-OFFICER REPORT.pdf:43:considered. Noise disturbance has been assessed with piling considered to
R-2020-0685-ESM-OFFICER REPORT.pdf:43:12.19 of the ES. Based on the assumed methods of piling including the
R-2020-0685-ESM-OFFICER REPORT.pdf:45:Mitigation is proposed with regard to piling methods in the form of noise
R-2020-0685-ESM-OFFICER REPORT.pdf:45:reduction shrouding for the piling rigs which has the potential to provide a
R-2020-0685-ESM-OFFICER REPORT.pdf:45:noise related to piling can be managed by way of planning conditions.
R-2020-0685-ESM-OFFICER REPORT.pdf:46:proposed with regard to Piling Risk Assessment that will have the ability to
R-2020-0685-ESM-OFFICER REPORT.pdf:46: designated sites, including noise shrouds on piling rigs, and dredging
R-2020-0685-ESM-OFFICER REPORT.pdf:46:As detailed above a Piling Risk Assessment is to be submitted. This along
R-2020-0685-ESM-OFFICER REPORT.pdf:48:land-based piling activities, direct loss/alteration of habitat and food resources
R-2020-0685-ESM-OFFICER REPORT.pdf:49:estuary. Under water noise levels have been predicted for the piling activities
R-2020-0685-ESM-OFFICER REPORT.pdf:49:would be no effect on migration; however, even if piling takes place during the
R-2020-0685-ESM-OFFICER REPORT.pdf:49:majority of the time. The impact of underwater noise of piling activities is
R-2020-0685-ESM-OFFICER REPORT.pdf:65:The statement states that construction works including piling operations will
R-2020-0685-ESM-OFFICER REPORT.pdf:65:The model calculation (sound plan) assumes that all piling activities will be
R-2020-0685-ESM-OFFICER REPORT.pdf:65:The working hours for all piling operations activities wherever possible on this
R-2020-0685-ESM-OFFICER REPORT.pdf:96: designated sites, including noise shrouds on piling rigs, and dredging
R-2020-0685-ESM-OFFICER REPORT.pdf:101:9. Prior to the commencement of piling works, a Piling Risk Assessment
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-EIA_Scoping_Response_EIA201900017_FINAL.pdf:6:The MMO would support the adoption of a ‘soft-start’ approach to any marine piling
R-2020-0685-ESM-EIA_Scoping_Response_EIA201900017_FINAL.pdf:6:which occurs during construction. The highly audible percussive piling, in particular,
R-2020-0685-ESM-EIA_Scoping_Response_EIA201900017_FINAL.pdf:6:the ‘soft-start’ approach to marine piling (https://consult.defra.gov.uk/natural-
R-2020-0685-ESM-EIA_Scoping_Response_EIA201900017_FINAL.pdf:6:to percussive piling. Percussive piling is generally the loudest, and has the biggest
R-2020-0685-ESM-EIA_Scoping_Response_EIA201900017_FINAL.pdf:6:and fish. The MMO supports the consideration of auger, blue-piling or vibro-piling as
R-2020-0685-ESM-EIA_Scoping_Response_EIA201900017_FINAL.pdf:12:information on the dredging and piling activities will be required, including the
R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf:10:outside the estuary but could delay or prevent fish The potential risk associated with piling on land and the potential for underwater noise is
R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf:10:estuary underwater noise into the river from the piling activities and the potential impacts on
R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf:17: There is the potential for earthworks and piling activities to disturb pre-existing contamination which may be
R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf:18: phase of the new quay which includes piling, has the potential to increase the release
R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf:18: There is the potential for earthworks and piling activities to disturb pre-existing
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:6:Direct impact on groundwater Volume of excavated soils circa 1,415,000m3. There is the potential for earthworks and piling
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:6:Direct impact on geology Volume of excavated soils circa 1,415,000m3. Earthworks and piling activities have the
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:18: Impacts on groundwater quality during earthworks and piling
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:18:Piling also has the potential to create preferential pathways, allowing contaminant migration to the
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:18:underlying aquifers. Piling also has the potential to physically drag down contaminants from the overlying
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:19:substantial earthworks and piling; these activities have the potential to disturb potential contamination which
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:19:could migrate via groundwater or via surface run-off from Made Ground soils, run-off from stockpiling
R-2020-0685-ESM-PN 685.pdf:1:The assessment assumes that piling activities there will be an on time of 30% and if
R-2020-0685-ESM-PN 685.pdf:1:this is carried out during evening and night times there is a potential for piling noise
R-2020-0685-ESM-PN 685.pdf:1: The working hours for all piling activities on this site be limited to between 08:00 and
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:30:study area is likely to arise from impulsive sources, such as impact piling works. As reported in Section
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:30:3.9, piling will be undertaken (non-continuously) over a period of approximately 15 months (seven months
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:30:for Phase 1 and eight months for Phase 2), with downtime during transportation of piling rigs from one
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:30:location to the next. Assuming the use of four rigs and ten minutes of impact piling activity per rig per day,
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:30:there would be up to 40 minutes of piling activity per day during that period.
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:31:Mudflat, the impulsive noise levels associated with the piling works indicated in Table 12.19 range between
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:31:piling works).
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:31:proposed piling activities is considered to be high, such that the waterbirds present may exhibit behavioural
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:31:For the purposes of the assessment, and on a precautionary basis, it has been assumed that the piling
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:31:As such, under a worst-case scenario of 40 minutes of impact piling noise per day, at low tide, the magnitude
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:31:percussive piling at Conoco-Phillips (approximately 270m away)). On all four of the monitoring visits
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:31:(undertaken at the start and during the piling), there was no evident disturbance to the birds, with continued
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:31:feeding at Seal Sands. At the nearest point, the piling in the proposed scheme is similarly distant (260-
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:31:would have a reasonably low sensitivity to piling disturbances at this kind of distance, therefore similar
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:32:noise reduction shrouding will be employed for the piling rigs, the use of which will (based on research)
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:32:Table 12.20 Predicted airborne noise levels at ecological receptors with shrouding on piling rigs
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:32:historic evidence that waterbird species in the Tees estuary may have some degree of tolerance to piling
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:35:as a result of dredging activities and residual noise from land-based piling works. The assessment
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1112_Appendix 10_Transport Statement.pdf:20: • steel required for piling – delivered using up to six vessels in Phase 1 and six vessels in Phase
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: • steel required for piling – delivered using up to six vessels in Phase 1 and six vessels in
R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf:24:5.18 As piling is to take place on land and out of water, underwater noise levels will be below those
R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf:26: proposed piling works. Following the implementation of mitigation measures, including
R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf:26: shrouding on the piling rigs, noise levels at the North Tees Mudflat, Vopak Foreshore and other
R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf:26: only a minor adverse impact is predicted. A review of potential impacts from land-based piling
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_10. Marine mammals.pdf:1:The proposed new quay (and all piling works required to construct the quay) would be on land. Therefore,
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_10. Marine mammals.pdf:3: NOAA (NMFS, 2018) guidance. underwater noise (note, piling would be conducted
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_10. Marine mammals.pdf:23:As piling for the proposed new quay is to be undertaken on land, it is concluded that risks to marine
R-2020-0685-ESM-DECISION NOTICE.pdf:5:9. Prior to the commencement of piling works, a Piling Risk Assessment shall
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:29: • vertical migration through the creation of preferential pathways via piling; and,
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:31: piling. Strategy for the neighbouring site indicates that
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:33: piling.
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:34: piling.
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:35: piling.
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:36: piling. B Aquifer (Mercia
R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:36: piling.
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:6:assumed that all piling works will be undertaken using land-based plant, with a safety / workboat proposed
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:6:to support any activities following the removal of material in front of the quay. The number of piling rigs to
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:6:it is envisaged that up to four piling rigs would be working at the same time.
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:7:Table 3.1 Assessed piling requirements
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:7: • steel required for piling – delivered using up to six vessels in Phase 1 and six vessels in Phase 2
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:11:It should be noted that piling would not be continuous through the full construction phase for the quay. There
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:11:would be periods of downtime associated with transport of the piling rig(s) to the next location to undertake
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:11:works. Piling across the two phases of work is predicted to take approximately 15 months in total (seven
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:13: o Piling rigs (land-based plant)
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:Piling within the river channel would result in the creation of underwater noise disturbance to fish, marine
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf:19:modelled for piling and dredging for the Hartlepool approach channel (Table 27.3).
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf:19:Table 27.3 Maximum predicted impact ranges (and areas) for TTS or fleeing response for piling and
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf:19: piling at NGCT, Hartlepool
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf:20:seal that could be disturbed has been estimated based on the maximum impact ranges during piling at the
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf:20:temporary auditory injury (TTS) or a fleeing response from cumulative impacts of piling and dredging at the
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf:20: piling – cumulative impacts exposed to effect).
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf:21: during piling and dredging – density of 0.01/km2. population anticipated to be
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf:21:The magnitude of the potential cumulative impacts for TTS and fleeing response as a result of piling and /
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf:21:disturbance as a result of cumulative underwater noise impacts from piling and dredging activities on
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf:22:Table 27.5 Assessment of impact significance for cumulative underwater noise impacts from piling and
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf:22: piling and
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf:24:12.5.4 (i.e. shrouding employed at the piling rigs) in place, there is anticipated to be (at worst) a minor impact
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf:26:the land-based piling, there may be minor adverse impacts from the dredging noises which could potentially
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf:26:over an estimated 40 minutes per day (assuming ten minutes of impact piling per rig for four piling rigs) and
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf:27:employment of shrouding around the piling rigs during construction works), the predicted noise levels at the
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:impulsive piling noises, including non-flight responses such as head turning, scanning and movement away
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf:32:compounded on an estuary wide scale. However, with the use of shrouding on piling rigs during the
R-2020-0685-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:3: installed on land (i.e. no piling below
R-2020-0685-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:3: percussive piling.
R-2020-0685-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:8: Specific information on the dredging and piling activities will be required, including the duration of works and anticipated working hours, the likely noise
R-2020-0685-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:12:It is currently proposed that all piling works for the quay will be undertaken on land. It is therefore not
R-2020-0685-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:12:Section 4.3, underwater noise modelling is not proposed given that all piling works for construction of the
R-2020-0685-ESM-Appendix 3_Scoping consultation.pdf:8: 3.3. The MMO is satisfied that the piling activity identified in the report will not require a
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_22. Climate change.pdf:8: Piling rig 200 390
R-2020-0685-ESM-RCBC scoping opinion.pdf:9:the applicant in compiling the required information.
R-2020-0685-ESM-RCBC scoping opinion.pdf:17:7. Guidance with specific reference to the potential impacts of piling on archaeological assets
R-2020-0685-ESM-RCBC scoping opinion.pdf:17:(although not particularly on piling in marine environments) can be found in the Historic
R-2020-0685-ESM-RCBC scoping opinion.pdf:17:England publication Piling and Archaeology: Guidance and Good Practice (March 2019).
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:2: The creation of a wharf involves a substantial amount of piling. The
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:2: noise from piling, particularly impact piling may impact severely on
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:2: restrictions on piling activity should be expected in order to reduce
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:2: of piling activities associated with the
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:2: Salmon. We have noted that report states that as the piling would
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:2: assessment of impacts from piling
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:3:of underwater noise levels arising from construction works such as piling and dredging. This section
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:4: based piling works (see Section 13.5.4 and Appendix 8), plus threshold underwater noise criteria
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:19:13.5.4 Underwater noise from land-based piling activities
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:19:While piling works are to be undertaken on land at least 20m from the river edge, consultation with the
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:19:Environment Agency (see Section 13.2.1) has raised the issue of noise emissions from the landside piling
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:20:Popper et al. (2014) provides information on the relative risk of the effects of impulsive (percussive) piling
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:20:levels produced by piling have been compared to this below.
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:20:media (i.e. mixed sand/silt and water), then the transmission of noise is reduced. In the proposed piling
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:20:Subacoustech (2020) reviewed the risk of transmission of underwater noise into the river from the piling
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:20:surveys of land-based piling in other locations, Subacoustech considered a likely minimum loss of 5dB
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:20:between the working area and the river. Applying this to typical piling underwater noise levels, the
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:20:conservative noise level predictions in the Tees from piling, as used in the review, are set out in Table 13.11
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:21:Table 13.11 Predictions of underwater noise levels during percussive piling in the River Tees
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:21:middle of the river closest to the piling for 10 minutes, considered to be a reasonable estimate for the length
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:21:The maximum noise level predicted from percussive piling is 159 dB SELss in the centre of the river channel,
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:21:at 150m directly opposite the piling. Based on the above assumption, this is equivalent to 185 dB SELcum.
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:21:Noise-related barrier effects on migrating species during piling
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:21:levels in the Tees described in Section 13.5.3. Based on the predicted piling noise levels at the greatest
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:21:distance (i.e. 151 dB SPLRMS at 400 m), the noise level at the furthest ‘line of sight’ of the piling (around
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:21:river, and the relative insensitivity of the fish under consideration, it is thought that the noise from piling on
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:21:land is unlikely to impede their passage during piling (noting that caution such be used in the generalisation
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:21:in excess of background noise and of similar order (or greater) than the noise level produced during piling
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:21:even if piling takes place during the peak months of July and August the magnitude of the impact would be
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:21:underwater noise of piling activities is therefore considered to have a negligible impact on migration up-
R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf:4: any deep excavations (including piling) carried out as part of construction should be
R-2020-0685-ESM-336540 R_2020_0685_ESM - Demolition of existing quay, capital dredge and development of new quay at South Bank Wharf, Grangetown, Redcar - Phase 2.pdf:2: shrouds on piling rigs, and dredging follow the route of the river, rather than crossing it, to
R-2019-0427-FFM-Consultee response - Network Rail.pdf:2:period for booking of 20 weeks. Generally if excavations/piling/buildings are to be located within 10m of the
R-2019-0427-FFM-41825-WOOD-XX-XX-TN-WM-0001_S2_P01.3 Soil Stockpiling Outline and Regulatory Regime.PDF:2:STDC have identified three main areas for stockpiling of imported soils material as identified on drawing
R-2019-0427-FFM-41825-WOOD-XX-XX-TN-WM-0001_S2_P01.3 Soil Stockpiling Outline and Regulatory Regime.PDF:3:End June 2019 Planning application submitted for import and stockpiling of material
R-2019-0427-FFM-41825-WOOD-XX-XX-TN-WM-0001_S2_P01.3 Soil Stockpiling Outline and Regulatory Regime.PDF:4:application is both for the stockpiling and reuse of the material.
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:5: • Technical note: South Tees Development Corporation – Stockpiling of Imported Soils
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:9: be used for the temporary stockpiling of soils, whilst across the whole application site the soils
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:9: Areas proposed for temporary stockpiling of soils
R-2019-0427-FFM-60686_01 - Planning Statement - 28.06.19.pdf:23: undertaken as reported in the Technical note ‘Stockpiling of Imported Soils for Land
R-2019-0427-FFM-Officer report _R20190427FFM.pdf:5:excavation, haulage, backfilling and soil stockpiling, particularly for dust during
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:12:land to the north-east are currently used for material storage and stockpiling in addition to an operational
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:19: wells and tanks have been removed with the general area now being used for stockpiling of materials. Eston
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:22: stockpiling of materials.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:23: tanks, gas holdings, coal and materials stockpiling facilities, waste disposal facilities/refuse heap, material conveyor belts and
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:23: Infrastructure such as coal and materials stockpiling facilities, waste disposal facilities/refuse heap, material conveyor belts and
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:53: stockpiling facilities (West).
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:53: substations, refuse heaps and material stockpiling facilities (immediately adjacent).
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:53: cranes, pipelines, tanks, substations, refuse heaps and material stockpiling facilities (East, south-east).
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:89:It should be noted that the risk associated with the construction of foundation solutions, notably piling, will
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:104:Dust may be generated during excavation, haulage, backfilling and soil stockpiling, particularly during
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:14:Furthermore, no significant excavation works are proposed as part of the proposed stockpiling operations.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01.pdf:26:stockpiling work, and that any Environmental Permits required by the Environment Agency are in place prior
R-2019-0427-FFM-MGE03868.pdf:1:and soil stockpiling, particularly for dust during periods of dry weather.
R-2019-0427-FFM-201920 Ecology report final.pdf:17:This is a recently active operational area with activities including stockpiling and moving of
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:10:land to the north-east are currently used for material storage and stockpiling in addition to an operational
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:17: wells and tanks have been removed with the general area now being used for stockpiling of materials. Eston
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:20: stockpiling of materials.
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:21: tanks, gas holdings, coal and materials stockpiling facilities, waste disposal facilities/refuse heap, material conveyor belts and
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:21: Infrastructure such as coal and materials stockpiling facilities, waste disposal facilities/refuse heap, material conveyor belts and
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:51: stockpiling facilities (West).
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:51: substations, refuse heaps and material stockpiling facilities (immediately adjacent).
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:51: cranes, pipelines, tanks, substations, refuse heaps and material stockpiling facilities (East, south-east).
R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:87:It should be noted that the risk associated with the construction of foundation solutions, notably piling, will
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:Dust may be generated during excavation, haulage, backfilling and soil stockpiling, particularly during
R-2021-0473-ESM-Officer Report 0473.pdf:10:Piling Methodology (Condition 21) Lighting Strategy (Condition 22) and Post
R-2021-0624-NM-Decision Notice 0357.pdf:5: iv Archaeological monitoring of deep excavations and piling in any areas
R-2021-0624-NM-Decision Notice 0357.pdf:7: phasing plan agreed through discharge of condition 4, a Piling Risk
R-2021-0624-NM-Decision Notice 0357.pdf:7: required so that the final details of piling are agreed in advance of this early
R-2022-0186-CD-R 2020 0357 OOM Decision Notice.pdf:5: iv Archaeological monitoring of deep excavations and piling in any areas
R-2022-0186-CD-R 2020 0357 OOM Decision Notice.pdf:7: phasing plan agreed through discharge of condition 4, a Piling Risk
R-2022-0186-CD-R 2020 0357 OOM Decision Notice.pdf:7: required so that the final details of piling are agreed in advance of this early
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:19:some form of processing (e.g. removal of large obstructions prior to piling or installation of services). It is
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:20: Piling of buildings (likely to be required in certain areas of the site and for heavily loaded structures);
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:20:pavements/hardstanding) as well as piling of the superstructure will be required for some structures.
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:20:piling contractor that damage will not be caused to nearby structures, including buried Infrastructure on the
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:21:presence of obstructions (for future piling and UXO clearance) or the presence of expansive slag. It is therefore,
R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:21:obstructions to future piling and UXO clearance and also settlement caused by implying future loads.
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:27:specification. For higher loadings or particularly sensitive structures, piling may be required.
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-Ground Remediation Options Report.pdf:18: • Hydration of slag will require stockpiling of material on the medium term;
R-2021-0166-FFM-Ground Remediation Options Report.pdf:22:8.3.5.2 Segregation and Stockpiling
R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf:14: enclosed by SBB. SBB is predominantly used for stockpiling of material. During this time, buildings
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: days a week) meaning there will be a minimum 12-hour continuous break in piling within
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:16: piling will occur within the working day.
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:42: marine works area) as a result of vibro-piling, diamond wire cutting, airlifting, vessel
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:42: as a result of as a result of vibro-piling, diamond wire cutting, airlifting, vessel
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:44: can include vibro-piling and vessel movements. An underwater noise survey was
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:44: Proposed Development are as a result of vibro-piling, diamond wire cutting, airlifting,
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:44: behavioural responses, if appropriate mitigation measures (e.g. no piling 3 hours after
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:44: low water, >8 hour continuous break in piling per 24 hour period) are not identified and
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:45: (e.g., defined breaks in piling) will also benefit seals.
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:46: in piling) will also benefit any occasional cetaceans that are present.
R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:110:measures (e.g. no piling 3 hours after low water, >8 hour continuous break in piling per 24 hour
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:8:The following sources of information have been used in compiling this report:
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:21:works (e.g. excavation, piling etc.) which are carried out on site.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:110:and concrete walls, or sheet-piling that is used to prevent or control the extent of flooding.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:330: Piling
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:344: and piling especially. However, any ferrous metal/red brick contamination in made ground/old foundations may affect
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:344: Sampling, Piling magnetometer or MagCone techniques) is strongly recommended. Such a survey
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:11:production, processing and stockpiling of materials associated with the blast furnace. Most notably, the
R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:12:As the primary site use was for the stockpiling of material and industrial processes, the site is generally
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:23:stacker (a machine for piling up material from the central conveyor) and the blending wheel (a large
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:7:The following sources of information have been used in compiling this report:
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:19:works (e.g. excavation, piling etc.) which are carried out on site.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:102:and concrete walls, or sheet-piling that is used to prevent or control the extent of flooding.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:322: Piling
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:336: and piling especially. However, any ferrous metal/red brick contamination in made ground/old foundations may affect
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment(2).pdf:336: Sampling, Piling magnetometer or MagCone techniques) is strongly recommended. Such a survey
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:27:4.3.6.3 Segregation and Stockpiling
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:7: a piling risk assessment would potentially be required.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:30: through the Glacial Till and Glaciolacustrine Deposits; a piling risk assessment may be required to inform
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:63: through the Glacial Till and Glaciolacustrine Deposits; a piling risk assessment may be required to inform
R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:7: (HDD, Piling)
R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:10: Piling
R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:11: Piling
R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:41: Construction operations such as piling (both for foundations and the sheet variety) as well as Hori-
R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:41: zontal Directional Drilling (HDD) may be undertaken. During piling operations especially, as with
R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:51: (HDD, Piling)
R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:57: Piling
R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:58: Piling
R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:91: Piling
R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF:110: and/or concurrently with, “blind” works such as boreholes, drilling, window sampling and piling into
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:7: a piling risk assessment would potentially be required.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:32: through the Glacial Till and Glaciolacustrine Deposits; a piling risk assessment may be required to inform
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:65: through the Glacial Till and Glaciolacustrine Deposits; a piling risk assessment may be required to inform
R-2021-1048-FFM-EMAIL.pdf:5:Carrying out explosions, pilings, boring or
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-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:7: a piling risk assessment would potentially be required.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:26: through the Glacial Till and Glaciolacustrine Deposits; a piling risk assessment may be required to inform
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:58: through the Glacial Till and Glaciolacustrine Deposits; a piling risk assessment may be required to inform
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:7:The following sources of information have been used in compiling this report:
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:19:works (e.g. excavation, piling etc.) which are carried out on site.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:102:and concrete walls, or sheet-piling that is used to prevent or control the extent of flooding.
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:322: Piling
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:336: and piling especially. However, any ferrous metal/red brick contamination in made ground/old foundations may affect
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:336: Sampling, Piling magnetometer or MagCone techniques) is strongly recommended. Such a survey
R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:27:4.3.6.3 Segregation and Stockpiling
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:8:been used as coal/coke stockpiling areas, for general bulk storage, and are therefore, assessed
R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:53:former areas of stockpiling and waste disposal. The base of the Made Ground has not been proven
R-2021-0878-ESM-Consultee Response -Strategic Conservation Officer.pdf:1:monitoring of deep excavations and piling in any areas indicated by the evaluation of borehole and test pit data to
R-2021-0878-ESM-Officer Report 0878.pdf:4:monitoring of deep excavations and piling in any areas indicated by the
R-2021-0878-ESM-Officer Report 0878.pdf:8:Piling Methodology (Condition 21) Lighting Strategy (Condition 22) and Post
R-2021-0269-CD-61586 Teesworks Note of Phases_conditions March 21(1).pdf:2: • Condition no. 21 : Piling Risk Assessment
R-2021-0269-CD-61586 Teesworks - Phasing Note - Version 2 - July 2021 .pdf:3: • Condition no. 21: Piling Risk Assessment
R-2021-0269-CD-Decision Notice.pdf:5: iv Archaeological monitoring of deep excavations and piling in any areas
R-2021-0269-CD-Decision Notice.pdf:7: phasing plan agreed through discharge of condition 4, a Piling Risk
R-2021-0269-CD-Decision Notice.pdf:7: required so that the final details of piling are agreed in advance of this early
R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:21:4.3.6.3 Segregation and Stockpiling
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:14:Furthermore, no significant excavation works are proposed as part of the proposed stockpiling operations.
R-2021-0753-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:26:stockpiling work, and that any Environmental Permits required by the Environment Agency are in place prior
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:14:land to the north-east are currently used for material storage and stockpiling in addition to an operational
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:21: wells and tanks have been removed with the general area now being used for stockpiling of materials. Eston
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:24: stockpiling of materials.
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:25: tanks, gas holdings, coal and materials stockpiling facilities, waste disposal facilities/refuse heap, material conveyor belts and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:25: Infrastructure such as coal and materials stockpiling facilities, waste disposal facilities/refuse heap, material conveyor belts and
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:55: stockpiling facilities (West).
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:55: substations, refuse heaps and material stockpiling facilities (immediately adjacent).
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:55: cranes, pipelines, tanks, substations, refuse heaps and material stockpiling facilities (East, south-east).
R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:91:It should be noted that the risk associated with the construction of foundation solutions, notably piling, will
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:106:Dust may be generated during excavation, haulage, backfilling and soil stockpiling, particularly during
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:368:buildings and plant are located within this area, including conveyors for moving and stockpiling
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:14: storage and stockpiling in addition to an operational fuel oil depot.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:17: stockpiling of materials. Eston Sheet and residential expansion of Grangetown to the
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:19: used for stockpiling of materials. A the area has continued to be developed with
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:24: and materials stockpiling facilities, waste disposal facilities/refuse heap, material conveyor
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 O - July 2020.pdf:7: Any piling will be subject to a Piling Risk Assessment.
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter O - July 2020.pdf:16: 4 Piling Risk Assessment, will be required for the construction phase of the development,
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter O - July 2020.pdf:16: as it is anticipated that piling is used;
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:37: • Piling
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:45: Piling Any piling work will be
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:45: subject to a piling risk
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:46:G7.7 During future piling activities associated with future site redevelopment, groundwater quality of
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:47: piling risk assessment for the site. Therefore, any effects on groundwater quality are likely to be
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter G - July 2020.pdf:52: Any proposed piling will require a piling risk
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter B - July 2020.pdf:26: For the purpose of this EIA, it is assumed that piling will be used for the construction of the
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter B - July 2020.pdf:26: the appropriate type of piling and a piling risk assessment will be undertaken prior to
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter M - July 2020.pdf:10: of proposed development processes such as piling and topsoil stripping.
R-2020-0357-OOM-South Industrial ES - Vol 1 - Non-Tech Summary - July 2020.pdf:16: result from earthworks, piling and spillages. Through the implementation of best practice
R-2020-0357-OOM-South Industrial ES - Vol 1 - Non-Tech Summary - July 2020.pdf:22: Piling Risk Assessment and Materials Management Plan; and
R-2020-0357-OOM-NETWORK RAIL.pdf:2:to a minimum prior notice period for booking of 20 weeks. Generally if excavations/piling/buildings are to be
R-2020-0357-OOM-TGN(E) 304 - Development near NG assets.pdf:7: ruling out driven piling, as well as vibro-compaction and stone columns.
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-TGN(E) 304 - Development near NG assets.pdf:7: If National Grid believes that continuing piling will or is reasonably likely to have an adverse
R-2020-0357-OOM-TGN(E) 304 - Development near NG assets.pdf:7: impact on National Grid tunnel assets then we reserve the right to suspend the piling works.
R-2020-0357-OOM-TGN(E) 304 - Development near NG assets.pdf:8: If the piling methods, identified earlier in this section, are specified and the developer cannot
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter E - July 2020.pdf:7: 1. The assessment is based on noise arising from impact piling as a worst-case scenario. BS5228-
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter E - July 2020.pdf:7: the individual source noise levels of hydraulic hammer (impact piling), taken from BS5228-1,
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter E - July 2020.pdf:7: the number of plant and proportion of time for which the piling is expected to operate, the
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter E - July 2020.pdf:7:E3.8 This has been assessed assuming a worst case of impact piling being carried out around the
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter E - July 2020.pdf:18: 1. The assessment is based on noise arising from impact piling as a worst-case scenario. BS5228-
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter E - July 2020.pdf:18: individual source noise levels of Hydraulic hammer (Impact piling) (Table E5.1), taken from
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter E - July 2020.pdf:18: BS5228-1, the number and proportion of time for which the piling is expected to operate, the
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter E - July 2020.pdf:18:E5.5 The assumed sound source levels are shown in Table E5.1. The calculation assumes a piling rig
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter E - July 2020.pdf:19: Table E5.1: Noise level data used for Hydraulic hammer (Impact piling) prediction (BS5228-1 Table C.3-3)
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter E - July 2020.pdf:19: (Impact piling)
R-2020-0357-OOM-South Indsutrial Zone SES - Vol 1 - Non Technical Summary.PDF:18: result from earthworks, piling and spillages. Through the implementation of best practice
R-2020-0357-OOM-South Indsutrial Zone SES - Vol 1 - Non Technical Summary.PDF:24: Piling Risk Assessment and Materials Management Plan; and
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter D - July 2020.pdf:28:D5.2 At the time of compiling this assessment, the proposed development does not include any
R-2020-0357-OOM-Archaeological Advice - Business Park and Warehousing Tees Dock RD R-2020-0357-OOM.pdf:3:positive results in that regard should inform where any deep excavations (including piling) carried
R-2020-0357-OOM-Archaeological Advice - Business Park and Warehousing Tees Dock RD R-2020-0357-OOM.pdf:3: - Archaeological monitoring of deep excavations and piling in any areas indicated by the evaluation of
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter J - July 2020.pdf:11: ii Ground preparation for machinery/ equipment (including piling)
R-2020-0357-OOM-Decision Notice.pdf:5: iv Archaeological monitoring of deep excavations and piling in any areas
R-2020-0357-OOM-Decision Notice.pdf:7: phasing plan agreed through discharge of condition 4, a Piling Risk
R-2020-0357-OOM-Decision Notice.pdf:7: required so that the final details of piling are agreed in advance of this early
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter A - July 2020.pdf:24: deficiencies or lack of knowledge) encountered compiling the
R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter A - July 2020.pdf:29: the ES, the difficulties in compiling information and testing impacts or the assumptions that
R-2020-0357-OOM-Officer report.pdf:22:excavations/piling/buildings are to be located within 10m of the railway
R-2020-0357-OOM-Officer report.pdf:26:- Archaeological monitoring of deep excavations and piling in any areas
R-2020-0357-OOM-Officer report.pdf:58:impact piling as a worst-case scenario with all sensitive receptors being
R-2020-0357-OOM-Officer report.pdf:58:calculated on a worst case scenario of hydraulic hammer piling at a location
R-2020-0357-OOM-Officer report.pdf:114: ivArchaeological monitoring of deep excavations and piling in any areas
R-2020-0357-OOM-Officer report.pdf:116: the phasing plan agreed through discharge of condition 4, a Piling Risk
R-2020-0357-OOM-Officer report.pdf:116: condition is required so that the final details of piling are agreed in
R-2020-0357-OOM-TGN 287_Third party guidance for working near NGET equipment.pdf:9:Excavations, piling or tunnelling The minimum distance that
R-2020-0357-OOM-Habitats Regulation Assessment.pdf:14:It is assumed that piling will be used for the proposed development. The site
R-2020-0357-OOM-Habitats Regulation Assessment.pdf:14:be feasible. Work is ongoing to establish piling methods and a piling risk
R-2020-0357-OOM-Habitats Regulation Assessment.pdf:29:commuting and/or roosting. Noise disturbance has potential to occur during piling
R-2020-0357-OOM-Habitats Regulation Assessment.pdf:41:creation of two new access points, a new drainage system, piling and construction
R-2020-0357-OOM-Habitats Regulation Assessment.pdf:41:particular during piling.
R-2020-0357-OOM-Habitats Regulation Assessment.pdf:42:An assessment of the construction noise during piling activities has been
R-2020-0357-OOM-Habitats Regulation Assessment.pdf:43:hydraulic piling. It is considered unlikely that wintering birds utilising the River
R-2019-0767-OOM-Chapter 6 HRA Screening Report(1).pdf:29: • Sediment release from piling and dredging;
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:36: • Piling work;
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:136: During future piling activities associated with future site redevelopment, groundwater
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:136: be undertaken in accordance with EA guidance9 and a piling risk assessment for the
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:136: EA, May 2001. Piling and Penetrative Ground Improvement Methods on Land Affected by
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:138: • Piling works.
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:154: • exposure of bare ground, earth movement, stockpiling material, mobilising
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:155: • creation of preferential pathways via piling operations, drainage schemes
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:165: Wear Magnesian Piling - High Minor - moderate • No soakaways proposed drainage. Not significant
R-2019-0767-OOM-2019s0951 - Energy Recovery Facility Environmental Statement.pdf:176: suitable foundation level for the buildings and subsequent piling it is anticipated that any
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-Chapter 6 HRA Screening Report.pdf:29: • Sediment release from piling and dredging;
R-2019-0767-OOM-REP-1011778-AQ-CR-20200306-Grangetown Prairie Energy from Waste-AQA-R02.pdf:46:concrete and metal. Construction activities are likely to include piling and onsite concrete batching. In accordance
R-2019-0767-OOM-Chapter 10 Desk Based Assessment.pdf:14:The remediation and piling are likely to cause severe damage to the visible and
R-2019-0767-OOM-R-2019-0767-OOM-Archaeological Advice - Grangetown ERF R-2019-0767-OOM.pdf:2:understood that this remediation will be to a depth of 2-3m. The remediation and piling are
R-2019-0767-OOM-R-2019-0767-OOM-Archaeological Advice - Grangetown ERF R-2019-0767-OOM.pdf:5:waste removal) and during groundworks e.g. piling, and installation of services, in all areas
R-2019-0767-OOM-20191201 ERF Planning DAS_Issued.pdf:16: structure. Piling into the bedrock will be required as the plot is brownfield / made-ground consisting
R-2019-0767-OOM-Non Technical Summary_Final.pdf:9:Management Plan. During future piling activities
R-2019-0767-OOM-BPM-JBAU-XX-00-RP-EN-0001-S3-P01.01-HRA Report_Issued_2020303.pdf:30: • Sediment release from piling and dredging;
R-2019-0767-OOM-Chapter 13 Grangetown Prairie Transport Statement.pdf:49:applicant in compiling the required information.
R-2019-0767-OOM-officer report.pdf:17:2-3m. The remediation and piling are likely to cause severe damage to the
R-2019-0767-OOM-officer report.pdf:19:overburden and waste removal) and during groundworks e.g. piling, and
R-2019-0767-OOM-officer report.pdf:52:predicted with limited impact from piling provided it is carried out in
R-2019-0767-OOM-officer report.pdf:53: • Piling works
R-2019-0767-OOM-officer report.pdf:56:• exposure of bare ground, earth movement, stockpiling material, mobilising of
R-2019-0767-OOM-officer report.pdf:56: creation of preferential pathways via piling operations, drainage schemes
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-officer report.pdf:61:remediation and piling etc. and this will see resources lost, however, the main
R-2021-0831-CD-DECISION NOTICE 0357.pdf:5: iv Archaeological monitoring of deep excavations and piling in any areas
R-2021-0831-CD-DECISION NOTICE 0357.pdf:7: phasing plan agreed through discharge of condition 4, a Piling Risk
R-2021-0831-CD-DECISION NOTICE 0357.pdf:7: required so that the final details of piling are agreed in advance of this early
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:7: • Piling work & RC work
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:7: o Piling work with RC Foundation work
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:21: • piling work
R-2022-0454-CD-COMPLIANCE OFFICER REPORT.pdf:3:The CEMP mentions in the description of works that Piling work & RC work Piling
R-2022-0454-CD-COMPLIANCE OFFICER REPORT.pdf:3:based on the assumption that works including impact piling will be undertaken using
R-2022-0454-CD-COMPLIANCE OFFICER REPORT.pdf:3:Chapter H of R/2020/0357/OOM does not really cover piling in respect of
R-2022-0454-CD-COMPLIANCE OFFICER REPORT.pdf:3:Subject to viability and if piling is used in the final design it may be possible to re-use
R-2022-0454-CD-COMPLIANCE OFFICER REPORT.pdf:3:However, it is noted that planning application R/2022/0342/CD includes a piling risk
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:7: • Piling work & RC work
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:7: o Piling work with RC Foundation work
R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:21: • piling work
R-2022-0454-CD-PN 0454.pdf:1:The CEMP mentions in the description of works that Piling work & RC work Piling
R-2022-0454-CD-PN 0454.pdf:1:based on the assumption that works including impact piling will be undertaken using
R-2022-0454-CD-PN 0454.pdf:1:Chapter H of R/2020/0357/OOM does not really cover piling in respect of
R-2022-0454-CD-PN 0454.pdf:1:Subject to viability and if piling is used in the final design it may be possible to re-use
R-2022-0454-CD-PN 0454.pdf:2:However, it is noted that planning application R/2022/0342/CD includes a piling risk
R-2022-0454-CD-CON LAND 0454.pdf:1:The CEMP mentions in the description of works that Piling work & RC work Piling
R-2022-0454-CD-CON LAND 0454.pdf:1:based on the assumption that works including impact piling will be undertaken using
R-2022-0454-CD-CON LAND 0454.pdf:1:Chapter H of R/2020/0357/OOM does not really cover piling in respect of
R-2022-0454-CD-CON LAND 0454.pdf:1:Subject to viability and if piling is used in the final design it may be possible to re-use
R-2022-0454-CD-CON LAND 0454.pdf:2:However, it is noted that planning application R/2022/0342/CD includes a piling risk
R-2021-0057-VC-FAO-JBAU-XX-XX-TN-Z-0001-S3-P01-South_Tees_Stockpile_5_FRA.PDF:10: incorporated into the CEMP for the stockpiling works and that any Environment Agency
R-2021-0057-VC-NGN.pdf:5:Carrying out explosions, pilings, boring or
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:26:7.3.4.2 Segregation and Stockpiling
R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:39: 4. Appropriate UXO mitigation measures should be implemented during any excavation / piling works at
R-2023-0224-CD-50134151_1_CPP.pdf:39: Methods for stripping, stockpiling and re-spreading and ameliorating landscape soils
R-2023-0224-CD-50134151_1_CPP.pdf:40: Choosing a dry / naturally drained location for stockpiling or providing drainage
R-2023-0224-CD-50134216_1_CEMP.pdf:15:Piling Pollution to surface Piling would be undertaken in accordance with EA guidance and a piling
R-2023-0224-CD-50134216_1_CEMP.pdf:16: Methods for stripping, stockpiling and re-spreading and ameliorating landscape soils;
R-2023-0224-CD-50134216_1_CEMP.pdf:34: Compiling and editing weekly and monthly technical progress reports, and monthly
R-2023-0224-CD-50134216_1_CEMP.pdf:34: Compiling, editing and producing quarterly Environmental and Social reports to the Lenders.
R-2023-0224-CD-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf:44: study by compiling the data from the relevant Ordnance Survey tiles and using an ADMS
R-2023-0224-CD-ECL.007.04.01CEMP-ANNEX.3 Issue 2.pdf:5: ground excavation, piling and earthworks;
R-2023-0224-CD-ECL.007.04.01CEMP-ANNEX.3 Issue 2.pdf:5: stockpiling of excavated materials;
R-2023-0224-CD-ECL.007.04.01CEMP-ANNEX.5 Issue 2.pdf:6: piling rigs;
R-2023-0224-CD-ECL.007.04.01CEMP-ANNEX.5 Issue 2.pdf:6: The noisiest activities are expected to be generated during soil movement and piling work
R-2023-0224-CD-ECL.007.04.01CEMP-ANNEX.5 Issue 2.pdf:6: during the initial stages of the Proposed Development when excavators, piling rigs, dozers
R-2023-0224-CD-ECL.007.04.01CEMP-ANNEX.5 Issue 2.pdf:7: construction (piling). 75dB LAeq1hr (1m façade), 80dB LA01 (1hr) ‘best practicable
R-2023-0224-CD-ECL.007.04.01CEMP-ANNEX.5 Issue 2.pdf:16: Additional monitoring shall be undertaken if particularly noisy activities, such as piling, are
R-2023-0247-OOM-TV_BAF_Noise_Impact_Assessment.pdf:8: stockpiling, with just a small strip of remnant vegetation along the side of the haul road.
R-2023-0247-OOM-TV_BAF_Noise_Impact_Assessment.pdf:14: Vibration levels from piling may be perceptible at distances up to 100m from the works. Of the
R-2023-0247-OOM-TV_BAF_Noise_Impact_Assessment.pdf:22: The noisiest works on site could be piling works. Piling methodologies and techniques have not been
R-2023-0247-OOM-TV_BAF_Noise_Impact_Assessment.pdf:22: confirmed at this stage. Percussive piling is typically the noisiest method.
R-2023-0247-OOM-TV_BAF_Noise_Impact_Assessment.pdf:22: As a worst case, if it is assumed that a percussive piling rig is placed at the southern site boundary,
R-2023-0247-OOM-TV_BAF_Noise_Impact_Assessment.pdf:33: parts of the building, due to events such as train pass-by, piling,
R-2023-0247-OOM-TV_BAF_Heritage_Statement_Part_1of2.pdf:6: been remediated and is currently being used for the stockpiling of material
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:8: From a recent site walkover (2023), the majority of the site is being used as stockpiling, with just a small
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:15: majority of the site being used as stockpiling, with just a small strip of remnant vegetation along the side
R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:43: a piling works present a significant risk of contaminant controlled waters at Grangetown Prairie
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_EIA_Screening_Report_Part_1of2.pdf:18:4.44 The noisiest works on site during construction could be piling works. Piling
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:18: percussive piling is typically the noisiest method. As a worst case, if it is assumed
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:18: that a percussive piling rig is placed at the southern site boundary, i.e. at the
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:18: measurements, are 5-10 m for auger piling and 30-40 m for vibratory piling (BS
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:18: beyond any piling impact zone. In addition, as for construction noise, good
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:24: of the Phase 1 habitat survey. The site is currently being used for stockpiling of
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:53: • Piling work
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:76: earthworks, piling, laying foundations / concrete structures for the tipping hall,
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:78: platforms, forklift trucks, concrete pumps, piling rigs, compressors, generators
R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf:95: • Implementation of piling design with tight quality assurance / quality controls
R-2023-0247-OOM-EP CL.pdf:2:installed at the site, and the review recommends a Piling Works Risk Assessment
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-EP CL.pdf:2:I would also recommend the inclusion of a Piling Works Risk Assessment (PWRA) is
R-2023-0247-OOM-TV_BAF_Flood_Risk_Assessment_and_Drainage_Strategy_Part_1of3.pdf:16: used as stockpiling, with just a small strip of remnant vegetation along the side of the haul road.
R-2023-0247-OOM-TV_BAF_Shadow_HRA.pdf:10:3.3 The application site covers 4.74ha and is currently being used for stockpiling
R-2023-0247-OOM-TV_BAF_Ecological_Impact_Assessment.pdf:14: remains unchanged, with the majority of the site being used as stockpiling following the
R-2023-0247-OOM-PN 0247.pdf:1:Both reports are satisfactory however foundations Piling has not been confirmed at
R-2023-0247-OOM-TV_BAF_Air_Quality_Assessment.pdf:29: Large total building volume > 100,000m³, piling, on site concrete batching,
R-2023-0247-OOM-TV_BAF_Air_Quality_Assessment.pdf:29: material (e.g. concrete), piling, on site concrete batching
R-2021-0316-VC-Metals Recovery Area Stockpile 2 FRA and DS Addendum.pdf:11: incorporated into the CEMP for the stockpiling works and that any Environment Agency
R-2021-0316-VC-1400007002.pdf:5:Carrying out explosions, pilings, boring or
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter D - Noise & Vibration - Dec 2020.pdf:10: and their occupants. The principal concern is generally vibration due to piling and from the use
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter D - Noise & Vibration - Dec 2020.pdf:10: of vibratory compaction plant for construction of roads and hard standings. For piling, the risk
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter D - Noise & Vibration - Dec 2020.pdf:10: of causing a significant adverse effect depends on the piling method, the ground conditions and
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter D - Noise & Vibration - Dec 2020.pdf:10: based on the assumption that hydraulic impact piling is considered as a reasonable worst-case
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter D - Noise & Vibration - Dec 2020.pdf:16: • using hydraulic hammer piling (which would only be appropriate if it constitutes the BPM of
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter D - Noise & Vibration - Dec 2020.pdf:16: • a piling rig operating at each proposed building at the same time and at the closest possible
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter D - Noise & Vibration - Dec 2020.pdf:16: • 20 % of on-time assumed for the piling rig and a source height assumed to be 4m above
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter D - Noise & Vibration - Dec 2020.pdf:16:D3.57 In practice, if this piling technique is used, other associated plant would need to be in operation
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter D - Noise & Vibration - Dec 2020.pdf:16: to support the piling, such as a crane and delivery vehicles. The highest noise would be
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter D - Noise & Vibration - Dec 2020.pdf:16: generated from the piling rig itself and therefore, in this assessment, noise from other
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter D - Noise & Vibration - Dec 2020.pdf:25: calculated by considering the source noise levels from a hydraulic hammer (impact piling) that
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter D - Noise & Vibration - Dec 2020.pdf:25:D5.8 The assumed sound source levels for the piling are shown in Figure D5.1.
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter D - Noise & Vibration - Dec 2020.pdf:25: Table D5.1: Noise level data used for hydraulic hammer (impact piling) prediction (BS5228-1 Table C.3-3)
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter D - Noise & Vibration - Dec 2020.pdf:25: (impact piling)
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter D - Noise & Vibration - Dec 2020.pdf:31: significant effects from noise and vibration from any piling or compaction activities and
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter D - Noise & Vibration - Dec 2020.pdf:33: construction works (impact piling works assumed, as a reasonable worst-case scenario) shows
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter D - Noise & Vibration - Dec 2020.pdf:33: (Dental Repair shop) construction from any piling or
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter D - Noise & Vibration - Dec 2020.pdf:33: (Materials piling works. should be carried out
R-2020-0820-ESM-Network Rail 820.pdf:3:to a minimum prior notice period for booking of 20 weeks. Generally if excavations/piling/buildings are to be
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:31: 8 A piling risk assessment is to be prepared for each phase of development;
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter G Ground Conditions - Dec 2020.PDF:34:G6.1 Embedded mitigation is detailed in G5.1 above which includes further investigation, a piling risk
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1602:some form of processing (e.g. removal of large obstructions prior to piling or installation of services). It is
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1603: Piling of buildings (likely to be required in certain areas of the site and for heavily loaded structures);
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1603:pavements/hardstanding) as well as piling of the superstructure will be required for some structures.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1603:piling contractor that damage will not be caused to nearby structures, including buried Infrastructure on the
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1604:presence of obstructions (for future piling and UXO clearance) or the presence of expansive slag. It is therefore,
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1604:obstructions to future piling and UXO clearance and also settlement caused by implying future loads.
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:1610:specification. For higher loadings or particularly sensitive structures, piling may be required.
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:1640: Hydration of blast furnace slag will require stockpiling of material on the medium term;
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1671:land to the north-east are currently used for material storage and stockpiling in addition to an operational
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1678: wells and tanks have been removed with the general area now being used for stockpiling of materials. Eston
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1681: stockpiling of materials.
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1682: tanks, gas holdings, coal and materials stockpiling facilities, waste disposal facilities/refuse heap, material conveyor belts and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1682: Infrastructure such as coal and materials stockpiling facilities, waste disposal facilities/refuse heap, material conveyor belts and
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1712: stockpiling facilities (West).
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1712: substations, refuse heaps and material stockpiling facilities (immediately adjacent).
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1712: cranes, pipelines, tanks, substations, refuse heaps and material stockpiling facilities (East, south-east).
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1748:It should be noted that the risk associated with the construction of foundation solutions, notably piling, will
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:1763:Dust may be generated during excavation, haulage, backfilling and soil stockpiling, particularly during
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1976:and concrete walls, or sheet-piling that is used to prevent or control the extent of flooding.
R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:16: implemented as each development plot comes forward. It is anticipated that piling will be
R-2020-0820-ESM-Lackeny - Planning Statement - Dec 2020.pdf:41: calculated by considering the source noise levels from a hydraulic hammer (impact piling) that
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter K - Waste and Materials - Dec 2020(1).PDF:12: ii Ground preparation for machinery/ equipment (including piling);
R-2020-0820-ESM-MGE04280 Nuisance 0820.pdf:2: • Wherever possible construction piling activities shall be carried out during
R-2020-0820-ESM-Lackenby ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:12: result of the proposed development (including impact piling, which has been assumed as a
R-2020-0820-ESM-Lackenby ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:12: the probability of noise and vibration from any piling or compaction activities should be carried
R-2020-0820-ESM-Lackenby ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:14: 3 For any piling works, a piling risk assessment will be undertaken.
R-2020-0820-ESM-Lackenby ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:16: analysis and gas monitoring as required to resolve any current data gaps), piling risk assessment
R-2020-0820-ESM-Lackenby ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:25: of the Framework CEMP (see paragraph 3.11); and a Site Waste Management Plan, a Piling
R-2020-0820-ESM-Lackenby ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:25: from piling, a Drainage Strategy, a detailed Remediation Strategy, a Materials Management
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter A Introduction and Background - Dec 2020.PDF:27: deficiencies or lack of knowledge) encountered compiling the
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter A Introduction and Background - Dec 2020.PDF:32: the ES, the difficulties in compiling information and testing impacts or the assumptions that
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter B - Site Description and Scheme Proposals - Dec 2020.PDF:29: piling. Because of current ground conditions at the site, work is ongoing to understand the
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter B - Site Description and Scheme Proposals - Dec 2020.PDF:29: appropriate type of piling and a piling risk assessment will be undertaken prior to construction
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter B - Site Description and Scheme Proposals - Dec 2020.PDF:31: including stockpiling are located away from receptors, as far as is possible;
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter B - Site Description and Scheme Proposals - Dec 2020.PDF:37: 8 A piling risk assessment is to be prepared for each phase of development;
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter M - Mitigation and Monitoring - Dec 2020.PDF:7: A Piling Risk Assessment is to be prepared Piling Risk Assessment Applicant and Principal
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter M - Mitigation and Monitoring - Dec 2020.PDF:9: Vibration Assessment is required to identify the probability Piling Risk Principal
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter M - Mitigation and Monitoring - Dec 2020.PDF:9: of noise and vibration from any piling or Assessment Contractor
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter M - Mitigation and Monitoring - Dec 2020.PDF:11: be included in the piling risk assessment should
R-2020-0820-ESM-Decision Notice 0820.pdf:5:15. Prior to the commencement of any piling activity, a Piling Risk Assessment
R-2020-0820-ESM-Decision Notice 0820.pdf:5: be implemented throughout the piling phase of the development, unless
R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter D - Noise & Vibration - Dec 2020.pdf:10:case approach. We are proposing to use piling rig sound sources with the highest noise levels (taken from
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:40: 3 For any piling works, a piling risk assessment will be undertaken.
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:52:F7.9 During future piling activities associated with site redevelopment, groundwater quality within
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter F - Water Management - Dec 2020(1).PDF:52: and a piling risk assessment for the site.
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:31: calculated by considering the source noise levels from a hydraulic hammer (impact piling)
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:31: that the piling works would be carried out at all five sites simultaneously, which is the
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:31: foreseeable worst-case. The assumptions on the piling works can be found as follows:
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:32:L5.9 The predicted cumulative construction noise levels for piling work and identification of potential
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:34:L5.12 The predicted cumulative construction noise levels for piling work and identification of potential
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:35:L5.16 It should be noted that this cumulative assessment assumes that piling works would be
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:46: stockpiling and construction hoarding. The potential for cumulative effects will be dependent on
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:50: calculated by considering the source noise levels from a hydraulic hammer (impact piling)
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:50: R/2019/0767/OOM) assumed the hydraulic hammer piling method would be used as
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:50: piling technique (0.9m hammer drop – 300kgm/blow) 2. The noise and vibration chapter
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:50: indicates that the predicted construction noise emission levels from piling works at
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:50: • Land at Wilton International Complex (Ref.: R/2018/0139/VC) 3 assumes augured piling
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:50: rigs with 100% on-time. The predicted piling noise emission levels at the nearest residential
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:51:L5.100 The predicted cumulative construction noise levels for piling work and identification of potential
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:53:L5.106 The predicted cumulative construction noise levels for piling work and identification of potential
R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter L - Cumulative Effects - Dec 2020.PDF:54:L5.110 It should be noted that this cumulative assessment is based on a scenario that piling works
R-2020-0270-FFM-a) Stay safe near our pipes.pdf:3:Carrying out explosions, pilings, boring or
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:13:land to the north-east are currently used for material storage and stockpiling in addition to an operational
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:20: wells and tanks have been removed with the general area now being used for stockpiling of materials. Eston
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:23: stockpiling of materials.
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:24: tanks, gas holdings, coal and materials stockpiling facilities, waste disposal facilities/refuse heap, material conveyor belts and
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:24: Infrastructure such as coal and materials stockpiling facilities, waste disposal facilities/refuse heap, material conveyor belts and
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:58: stockpiling facilities (West).
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:58: substations, refuse heaps and material stockpiling facilities (immediately adjacent).
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:58: cranes, pipelines, tanks, substations, refuse heaps and material stockpiling facilities (East, south-east).
R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:97:It should be noted that the risk associated with the construction of foundation solutions, notably piling, will
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:Dust may be generated during excavation, haulage, backfilling and soil stockpiling, particularly during
R-2023-0339-CD-JER10061_Redcar Energy Centre_V01_230314_Report Final V3.pdf:2:R P S Group Limited has used reasonable skill, care and diligence in compiling this report and no warranty is provided as
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-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:2:used reasonable skill, care and diligence in compiling this report and no warranty is provided as to the
R-2023-0339-CD-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:99:and concrete walls, or sheet-piling that is used to prevent or control the extent of flooding.
R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:1: • identifies any assumptions and limitations encountered in compiling the environmental
R-2023-0339-CD-Chapter 9 Geology Hydrogeology and Contamination.pdf:15:9.5.11 Some foundation works, piling works and deep earthworks have the potential to generate
R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:25:4.3.6.3 Segregation and Stockpiling
R-2022-0355-FFM-20857612_1.pdf:7:industrial uses around the Tees, in terms of its scale and its visual and noise effects. Piling activity for
R-2022-0355-FFM-ARCHAEOLOGIST.pdf:4: iv Archaeological monitoring of deep excavations and piling in any areas indicated by the
R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:21:4.3.6.3 Segregation and Stockpiling
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:14:Furthermore, no significant excavation works are proposed as part of the proposed stockpiling operations.
R-2021-0846-FFM-41825-WOOD-XX-XX-RP-OW-0001_A_P01 Drainage Strategy.pdf:26:stockpiling work, and that any Environmental Permits required by the Environment Agency are in place prior
R-2021-0439-CD-officer report.pdf:3:• Quay wall contractor carries out piling and associated works and completes filling
R-2021-0439-CD-R 2020 0357 OOM Decision Notice.pdf:5: iv Archaeological monitoring of deep excavations and piling in any areas
R-2021-0439-CD-R 2020 0357 OOM Decision Notice.pdf:7: phasing plan agreed through discharge of condition 4, a Piling Risk
R-2021-0439-CD-R 2020 0357 OOM Decision Notice.pdf:7: required so that the final details of piling are agreed in advance of this early
R-2021-0439-CD-0439 Contam .pdf:2:• Quay wall contractor carries out piling and associated works and completes filling of
R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:24:4.3.8.3 Segregation and Stockpiling
R-2023-0253-RMM-ECL.007.04.01CEMP-ANNEX.5 Issue 2.pdf:6: piling rigs;
R-2023-0253-RMM-ECL.007.04.01CEMP-ANNEX.5 Issue 2.pdf:6: The noisiest activities are expected to be generated during soil movement and piling work
R-2023-0253-RMM-ECL.007.04.01CEMP-ANNEX.5 Issue 2.pdf:6: during the initial stages of the Proposed Development when excavators, piling rigs, dozers
R-2023-0253-RMM-ECL.007.04.01CEMP-ANNEX.5 Issue 2.pdf:7: construction (piling). 75dB LAeq1hr (1m façade), 80dB LA01 (1hr) ‘best practicable
R-2023-0253-RMM-ECL.007.04.01CEMP-ANNEX.5 Issue 2.pdf:16: Additional monitoring shall be undertaken if particularly noisy activities, such as piling, are
R-2023-0253-RMM-ECL.007.04.01_ADM - Issue 1a (1 of 3).pdf:44: study by compiling the data from the relevant Ordnance Survey tiles and using an ADMS
R-2023-0253-RMM-ECL.007.04.01CEMP-ANNEX.3 Issue 2.pdf:5: ground excavation, piling and earthworks;
R-2023-0253-RMM-ECL.007.04.01CEMP-ANNEX.3 Issue 2.pdf:5: stockpiling of excavated materials;
R-2023-0253-RMM-50134151_1_CPP.pdf:39: Methods for stripping, stockpiling and re-spreading and ameliorating landscape soils
R-2023-0253-RMM-50134151_1_CPP.pdf:40: Choosing a dry / naturally drained location for stockpiling or providing drainage
R-2023-0253-RMM-50134216_1_CEMP.pdf:15:Piling Pollution to surface Piling would be undertaken in accordance with EA guidance and a piling
R-2023-0253-RMM-50134216_1_CEMP.pdf:16: Methods for stripping, stockpiling and re-spreading and ameliorating landscape soils;
R-2023-0253-RMM-50134216_1_CEMP.pdf:34: Compiling and editing weekly and monthly technical progress reports, and monthly
R-2023-0253-RMM-50134216_1_CEMP.pdf:34: Compiling, editing and producing quarterly Environmental and Social reports to the Lenders.
R-2021-0943-CD-OFFICER REPORT.pdf:2:9 Prior to the commencement of piling works, a Piling Risk Assessment shall be
R-2021-0943-CD-OFFICER REPORT.pdf:2:In particular, the Piling Risk Assessment and Construction Environmental
R-2021-0943-CD-OFFICER REPORT.pdf:4:shall be notified if any Piling creates preferential pathways, allowing contaminant
R-2021-0943-CD-DECISION NOTICE.pdf:5:9. Prior to the commencement of piling works, a Piling Risk Assessment shall
R-2021-0943-CD-Natural England.pdf:1:In particular, the Piling Risk Assessment and Construction Environmental Management Plan include
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:28:As piling is to take place on land and out of water, underwater noise levels will be below those that
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:29:proposed piling works. Following the implementation of mitigation measures, noise levels at the North
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:29:adverse impact is predicted. A review of potential impacts from land-based piling resulted in a
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:34:• Use of noise reduction shrouding on piling rigs. It is estimated (based on research) that such
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:47: • In order to minimise the impacts on groundwater quality during earthworks and piling and
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:47: o A Piling Risk Assessment shall be submitted to and approved in writing by RCBC prior
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:47: to commencement of piling. Any mitigation measures identified as part of the
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:60: • Any temporary stockpiling of materials will be prevented from eroding by rain water or
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:72: the study area is likely to arise from impulsive sources, such as impact piling works. The EIA has
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:75: • In order to reduce the impact of piling on waterbirds noise reduction shrouding will be
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:75: used where appropriate on the piling rigs.
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:76:A Piling risk assessment has been undertaken (Ref SBQ1-GCL-ENV-SBKXX-MS-WM-000001) to
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:104: Foundations/piling Spoil and hardcore for all waste leaving the site:
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:166: where it builds tubes attached to hard surfaces, including rocks, bivalve shells, pilings, docks, buoys,
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:185: earthworks and piling characterisation works is to be undertaken and
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:186: • A Piling Risk Assessment shall be submitted to and
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:186: commencement of piling. Any mitigation
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf:192:7.3 Minimising noise and visual • Use of noise reduction shrouding on piling rigs. Contractor
R-2021-0943-CD-CON LAND 943.pdf:1:shall be notified if any Piling creates preferential pathways, allowing contaminant
R-2021-0943-CD-COMPLIANCE DECISION NOTICE.pdf:2:9 Prior to the commencement of piling works, a Piling Risk Assessment shall
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:28:As piling is to take place on land and out of water, underwater noise levels will be below those that
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:29:proposed piling works. Following the implementation of mitigation measures, noise levels at the North
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:29:adverse impact is predicted. A review of potential impacts from land-based piling resulted in a
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:34:• Use of noise reduction shrouding on piling rigs. It is estimated (based on research) that such
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:47: • In order to minimise the impacts on groundwater quality during earthworks and piling and
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:47: o A Piling Risk Assessment shall be submitted to and approved in writing by RCBC prior
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:47: to commencement of piling. Any mitigation measures identified as part of the
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:60: • Any temporary stockpiling of materials will be prevented from eroding by rain water or
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:72: the study area is likely to arise from impulsive sources, such as impact piling works. The EIA has
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:75: • In order to reduce the impact of piling on waterbirds noise reduction shrouding will be
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:75: used where appropriate on the piling rigs.
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:76:A Piling risk assessment has been undertaken (Ref SBQ1-GCL-ENV-SBKXX-MS-WM-000001) to
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:104: Foundations/piling Spoil and hardcore for all waste leaving the site:
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:157: earthworks and piling characterisation works is to be undertaken and
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:158: • A Piling Risk Assessment shall be submitted to and
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:158: commencement of piling. Any mitigation
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:164:7.3 Minimising noise and visual • Use of noise reduction shrouding on piling rigs. Contractor
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-MS-WM-000001.pdf:1: Piling operations associated with the following construction activities
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-MS-WM-000001.pdf:2: Noise generated as a result of piling has the detailed in Section 7 of the CEMP
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-MS-WM-000001.pdf:2: potential to impact on Human and ecological • Use of noise reduction shrouding on piling rigs. It is
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-MS-WM-000001.pdf:3: Vibration generated as a result of piling has the detailed in Section 7 of the CEMP
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-MS-WM-000001.pdf:3: Noise generated as a result of piling activities has • Use of noise reduction shrouding on piling rigs. It is
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-MS-WM-000001.pdf:3: Piling has the potential to create preferential
R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-MS-WM-000001.pdf:3: underlying aquifers. Piling also has the potential to
R-2020-0598-FF-Northern Gas.pdf:4:Carrying out explosions, pilings, boring or
R-2022-0411-CD-R 2020 0357 OOM Decision Notice.pdf:5: iv Archaeological monitoring of deep excavations and piling in any areas
R-2022-0411-CD-R 2020 0357 OOM Decision Notice.pdf:7: phasing plan agreed through discharge of condition 4, a Piling Risk
R-2022-0411-CD-R 2020 0357 OOM Decision Notice.pdf:7: required so that the final details of piling are agreed in advance of this early
R-2022-0411-CD-32435-HM-AC-RP-01_00 ISSUE.pdf:16: • using concrete bored piling instead of hammer drop or vibratory piling.
R-2021-1077-CD-R 2020 0357 OOM Decision Notice.pdf:5: iv Archaeological monitoring of deep excavations and piling in any areas
R-2021-1077-CD-R 2020 0357 OOM Decision Notice.pdf:7: phasing plan agreed through discharge of condition 4, a Piling Risk
R-2021-1077-CD-R 2020 0357 OOM Decision Notice.pdf:7: required so that the final details of piling are agreed in advance of this early
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:13:land to the north-east are currently used for material storage and stockpiling in addition to an operational
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:20: wells and tanks have been removed with the general area now being used for stockpiling of materials. Eston
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:23: stockpiling of materials.
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:24: tanks, gas holdings, coal and materials stockpiling facilities, waste disposal facilities/refuse heap, material conveyor belts and
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:24: Infrastructure such as coal and materials stockpiling facilities, waste disposal facilities/refuse heap, material conveyor belts and
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:58: stockpiling facilities (West).
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:58: substations, refuse heaps and material stockpiling facilities (immediately adjacent).
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:58: cranes, pipelines, tanks, substations, refuse heaps and material stockpiling facilities (East, south-east).
R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:97:It should be noted that the risk associated with the construction of foundation solutions, notably piling, will
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:Dust may be generated during excavation, haulage, backfilling and soil stockpiling, particularly during
R-2020-0318-FFM-Consultee Response - Network Rail.pdf:2:to a minimum prior notice period for booking of 20 weeks. Generally if excavations/piling/buildings are to be
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:28: Hydration of slag will require stockpiling of material on the medium term;
R-2020-0318-FFM-ROA and Remediation Strategy.PDF:33:7.3.5.2 Segregation and Stockpiling
R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf:2:remediation works (i.e. overburden and waste removal) and during groundworks e.g. piling,
R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf:2:The current application is for groundworks only, in contrast to R/2019/0767/00M no piling
R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf:6:understood that this remediation will be to a depth of 2-3m. The remediation and piling are
R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf:8:waste removal) and during groundworks e.g. piling, and installation of services, in all areas
R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:18: are relics of a crane pad and are formed with sheet piling. There are weirs within the
R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:19: Cleveland Channel is artificial and formed from sheet piling.
R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:40: sheet piling and sediments contaminated from the
R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:57: Cleveland Channel is artificial and formed from sheet piling.
R-2021-0924-CD-Decision Notice 0357.pdf:5: iv Archaeological monitoring of deep excavations and piling in any areas
R-2021-0924-CD-Decision Notice 0357.pdf:7: phasing plan agreed through discharge of condition 4, a Piling Risk
R-2021-0924-CD-Decision Notice 0357.pdf:7: required so that the final details of piling are agreed in advance of this early
R-2021-0729-CD-Decision Notice.pdf:5: iv Archaeological monitoring of deep excavations and piling in any areas
R-2021-0729-CD-Decision Notice.pdf:7: phasing plan agreed through discharge of condition 4, a Piling Risk
R-2021-0729-CD-Decision Notice.pdf:7: required so that the final details of piling are agreed in advance of this early
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:14:9.64. There is the potential that deep foundations/piling of the Proposed Development to interrupt and extend
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:14: below anticipated groundwater levels. The footprint of these foundations/piling would be relatively
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:15:9.70. The Site is recorded to have a high groundwater table and it is anticipated that foundation/piling depths
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:15: contamination as a result of piling activities could migrate vertically and enter into the groundwater.
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:16:9.76. An appropriate foundation works risk assessment including a piling method statement would be
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:16: the contamination source or pathway (or both) would be removed. The piling method statement will
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:16: ensure that all Infrastructure, including below ground utility services, are considered within the piling
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:17: surface water drainage and the foundation/piling works, the effect magnitude of flood risk during the
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:17: for foundation/piling and services and construction drainage routes, which could cause the
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:18: site, it is likely that the magnitude of remobilising of existing contamination via activities such as piling
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:18:9.93. An appropriate foundation works risk assessment including a piling method statement would be
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:18: the contamination source or pathway (or both) would be removed. The piling method statement will
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:18: ensure that all Infrastructure, including below ground utility services, are considered within the piling
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:26: - Piling method statement
R-2023-0291-ESM-ES Vol 1 Chapter 9 Flood Risk and Drainage.pdf:26: to controlled water) Adverse assessment including piling
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:24:14.79. Earthworks would primarily involve the excavation drainage systems, piling and the breaking up of any
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:24:14.84. In the event of exposing soils and stockpiling demolition and construction waste arisings (including
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:25: Consequently, piling has the potential to create a preferential pathway for the lateral and vertical
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:28: • The avoidance of stockpiling any contaminated materials but where this is not possible, the
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:30: Risk Assessment (FWRA) and Piling Risk Assessment may be required to minimise contamination risks in
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:30:14.118. Establishment of an appropriate piling methodology and implementation and adherence to a CEMP
R-2023-0291-ESM-ES Vol 1 Chapter 14 Contaminated Lands.pdf:35:Ref. 14.19: Environment Agency (2001), Piling and Penetrative Ground Improvement Methods on Land
R-2023-0291-ESM-ES Vol 1 Chapter 15 Summary and Conclusions.pdf:9: assessment including piling method statement
R-2023-0291-ESM-SOL_23_P016_GLR Planning Statement.pdf:49: i) site clearance and enabling works as well as piling works;
R-2023-0291-ESM-SOL_23_P016_GLR Planning Statement.pdf:49: • Piling rigs;
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-SOL_23_P016_GLR Planning Statement.pdf:51:3.102. It is anticipated that piling may be necessary for some of the larger buildings and the areas with
R-2023-0291-ESM-SOL_23_P016_GLR Planning Statement.pdf:51:3.105. The applicant will prepare and submit a detailed piling plan and associated risk assessment in
R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf:74:and concrete walls, or sheet-piling that is used to prevent or control the extent of flooding.
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:34: result in overbreak in excavations and obstructions to piling.
R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf:41: obstructions that may cause difficulty during excavation and piling works.
R-2023-0291-ESM-ES Vol 1 Chapter 11 Waste.pdf:7: • Spoil from piling operations (if required);
R-2023-0291-ESM-ES Vol 1 Chapter 11 Waste.pdf:10: • Arisings from piling operations, if required, will be treated similarly to other excavated materials
R-2023-0291-ESM-ES Vol 1 Chapter 12 Noise.pdf:5:12.18. Vibration may be impulsive, such as that due to hammer-driven piling; transient, such as that due to
R-2023-0291-ESM-ES Vol 1 Chapter 12 Noise.pdf:5: vehicle movements along a railway; or continuous, such as that due to vibratory driven piling. The
R-2023-0291-ESM-ES Vol 1 Chapter 12 Noise.pdf:6: piling only. Therefore, it is not possible to accurately predict levels of vibration during the site
R-2023-0291-ESM-ES Vol 1 Chapter 12 Noise.pdf:6: distances where impacts may begin to occur. The adopted calculation is based on vibratory piling and is
R-2023-0291-ESM-ES Vol 1 Chapter 12 Noise.pdf:12: plant usually associated with earthworks, piling, concreting, road pavement and general construction
R-2023-0291-ESM-ES Vol 1 Chapter 12 Noise.pdf:12: • CFA Piling - 85 dB(A) at 10m
R-2023-0291-ESM-ES Vol 1 Chapter 12 Noise.pdf:13: Enabling Works Piling Sub-structure Roads Super-structure
R-2023-0291-ESM-ES Vol 1 Chapter 12 Noise.pdf:13: Enabling Works Piling Sub-structure Roads Super-structure
R-2023-0291-ESM-ES Vol 1 Chapter 12 Noise.pdf:14: Enabling Works Piling Sub-structure Roads Super-structure
R-2023-0291-ESM-ES Vol 1 Chapter 12 Noise.pdf:15: Enabling Works Piling Sub-structure Roads Super-structure
R-2023-0291-ESM-ES Vol 1 Chapter 12 Noise.pdf:15: Enabling Works Piling Sub-structure Roads Super-structure
R-2023-0291-ESM-CON LAND 0291.pdf:1:and Piling Risk Assessment may also be required to minimise contamination risks in
R-2023-0291-ESM-ES Vol 1 Chapter 1 to 6.pdf:44:4.16. Although the detailed foundation design is yet to be completed, the initial proposals includes piling for
R-2023-0291-ESM-ES Vol 1 Chapter 1 to 6.pdf:54: • The avoidance of stockpiling materials wherever possible to prevent spills and where
R-2023-0291-ESM-ES Vol 1 Chapter 1 to 6.pdf:60: with 200 mm thick ground slabs for all process areas and 300 mm thick for heavy trafficable areas. Piling
R-2023-0291-ESM-ES Vol 1 Chapter 1 to 6.pdf:60:5.16. Given that the project will be developed over 6 phases, detailed building design, slab, piling design and
R-2023-0291-ESM-PN 0291.pdf:1:include piling operations.
R-2023-0291-ESM-ES Vol 1 Chapter 7 Air Quality.pdf:26:7.97. Earthworks will primarily involve excavating material, haulage, tipping and stockpiling. This may also
R-2021-0905-CD-Decision Notice.pdf:5: iv Archaeological monitoring of deep excavations and piling in any areas
R-2021-0905-CD-Decision Notice.pdf:7: phasing plan agreed through discharge of condition 4, a Piling Risk
R-2021-0905-CD-Decision Notice.pdf:7: required so that the final details of piling are agreed in advance of this early
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:7: • Piling work & RC work
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:7: o Piling work with RC Foundation work
R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:22: • piling work
R-2022-0746-CD-Decision Notice (4).pdf:5: iv Archaeological monitoring of deep excavations and piling in any areas
R-2022-0746-CD-Decision Notice (4).pdf:7: phasing plan agreed through discharge of condition 4, a Piling Risk
R-2022-0746-CD-Decision Notice (4).pdf:7: required so that the final details of piling are agreed in advance of this early
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf:26:4.3.6.3 Segregation and Stockpiling
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf:14: enclosed by SBB. SBB is predominantly used for stockpiling of material. During this time, buildings
R-2022-0096-CD-Decision Notice.pdf:5: iv Archaeological monitoring of deep excavations and piling in any areas
R-2022-0096-CD-Decision Notice.pdf:7: phasing plan agreed through discharge of condition 4, a Piling Risk
R-2022-0096-CD-Decision Notice.pdf:7: required so that the final details of piling are agreed in advance of this early
R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf:14: enclosed by SBB. SBB is predominantly used for stockpiling of material. During this time, buildings
R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:21:4.3.6.3 Segregation and Stockpiling
R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf:14: enclosed by SBB. SBB is predominantly used for stockpiling of material. During this time, buildings
MLA 2020 00506 South Bank Phase 1 MLA 2020 00507 Phase 2.pdf:3:mitigate the potential impacts from dredging and piling. This is an acceptable means of
338486 - 338489, NE formal response to SBW MLA, 29.01.21.pdf:4:10.5.4 We welcome the proposed use of a noise reduction piling shroud during
338486 - 338489, NE formal response to SBW MLA, 29.01.21.pdf:4:Disturbance at percussive piling to mitigate for above water noise. We advise that the use of a
338486 - 338489, NE formal response to SBW MLA, 29.01.21.pdf:4:seal haul-out piling shroud should be secured through a condition on the marine licence.
338486 - 338489, NE formal response to SBW MLA, 29.01.21.pdf:4: A noise reduction piling shroud (obtaining attenuation of ~14 dB) must be used
338486 - 338489, NE formal response to SBW MLA, 29.01.21.pdf:4: when percussive piling.
338486 - 338489, NE formal response to SBW MLA, 29.01.21.pdf:6:phase particularly if undertaken simultaneously with percussive piling. We note that
338486 - 338489, NE formal response to SBW MLA, 29.01.21.pdf:6:12.5.4 Above-water noise generated by percussive piling has the potential to disturb
338486 - 338489, NE formal response to SBW MLA, 29.01.21.pdf:6:Construction- SPA, SSSI and Ramsar site bird features. We welcome that percussive piling is
338486 - 338489, NE formal response to SBW MLA, 29.01.21.pdf:6:phase only expected for a maximum of 40 minutes each day (10 minutes for each piling
338486 - 338489, NE formal response to SBW MLA, 29.01.21.pdf:6: We advise that a condition is added to the marine licence to limit percussive piling
338486 - 338489, NE formal response to SBW MLA, 29.01.21.pdf:6: Percussive piling should be limited to a maximum of 60 minutes each day.
338486 - 338489, NE formal response to SBW MLA, 29.01.21.pdf:6:12.5.4 We welcome the use of a noise reduction piling shroud during percussive piling to
338486 - 338489, NE formal response to SBW MLA, 29.01.21.pdf:6:Construction- mitigate for above water noise. We advise that the use of a piling shroud should
338486 - 338489, NE formal response to SBW MLA, 29.01.21.pdf:6: A noise reduction piling shroud should be used for all percussive piling, obtaining
338486 - 338489, NE formal response to SBW MLA, 29.01.21.pdf:6:General: Percussive piling works should avoid periods of freezing weather, during which
338486 - 338489, NE formal response to SBW MLA, 29.01.21.pdf:7: days leading up to or during any instance of the licenced activities then any piling
338486 - 338489, NE formal response to SBW MLA, 29.01.21.pdf:7: Celsius or below for three consecutive days then piling works can recommence.
338486 - 338489, NE formal response to SBW MLA, 29.01.21.pdf:9: (Section 3.9, page 17) and that piling alone will take 15 months in total.
20210115 MLA202000507 South Bank Quay-phase 2 - Fisheries advice MG GE + JPQC.pdf:3: iv. Underwater noise from land-based piling activities;
20210115 MLA202000507 South Bank Quay-phase 2 - Fisheries advice MG GE + JPQC.pdf:3:13. I note that no piling has been proposed in the river channel, thus it has been assumed that all piling
20210115 MLA202000507 South Bank Quay-phase 2 - Fisheries advice MG GE + JPQC.pdf:3: appropriate assuming no piling is undertaken below the water level.
20210115 MLA202000507 South Bank Quay-phase 2 - Fisheries advice MG GE + JPQC.pdf:4: land-based piling works has been undertaken by Subacoustech (2020). I agree this is appropriate,
20210115 MLA202000507 South Bank Quay-phase 2 - Fisheries advice MG GE + JPQC.pdf:9:UNDERWATER NOISE FROM LAND-BASED PILING ACTIVITIES
20210115 MLA202000507 South Bank Quay-phase 2 - Fisheries advice MG GE + JPQC.pdf:9:35. While piling works are to be undertaken on land at least 20 m from the river edge, consultation with
20210115 MLA202000507 South Bank Quay-phase 2 - Fisheries advice MG GE + JPQC.pdf:9: emissions from the landside piling propagating into the water column and potentially affecting
20210115 MLA202000507 South Bank Quay-phase 2 - Fisheries advice MG GE + JPQC.pdf:9: review the risk of transmission of underwater noise into the river from the land-based piling activities
20210115 MLA202000507 South Bank Quay-phase 2 - Fisheries advice MG GE + JPQC.pdf:9: unlikely, even under highly precautionary assumptions. As per my comment 13, if no piling is
20210115 MLA202000507 South Bank Quay-phase 2 - Fisheries advice MG GE + JPQC.pdf:14: No piling has been proposed in the river channel, thus it has been assumed that all piling works
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:2:10. In terms of potential impacts, the EIA Report confirms that the proposed new quay wall (and all piling
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:2: opinion that piling on land will present little risk to marine species, provided that there will be no contact
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:2: with the water. The EIA Report states that the closest piling is approximately 20 m from the river edge,
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:2: and that there are no piling works proposed within the water.
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
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:7:assumed that all piling works will be undertaken using land-based plant, with a safety / workboat proposed
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:7:to support any activities following the removal of material in front of the quay. The number of piling rigs to
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:7:it is envisaged that up to four piling rigs would be working at the same time.
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:8: • steel required for piling – delivered using up to six vessels in Phase 1 and six vessels in Phase 2
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:8:and capital dredging. The rock blanket would be installed following completion of the dredge. Piling would
MLA202000506 & MLA202000507 Tees South Bank Quay Phases 1&2 UWN advice + JPQC.pdf:8:associated with transport of the piling rig(s) to the next location to undertake works. Piling across the two
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:14:As piling is to take place on land and out of water, underwater noise levels will be below those that could
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:15:piling works. Following the implementation of mitigation measures, including shrouding on the piling rigs,
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:16:predicted. A review of potential impacts from land-based piling resulted in a conclusion that there will be
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:20:assumed that all piling works will be undertaken using land-based plant, with a safety / workboat proposed
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:20:to support any activities following the removal of material in front of the quay. The number of piling rigs to
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:20:it is envisaged that up to four piling rigs would be working at the same time.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:21:Table 3.1 Assessed piling requirements
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:21: • steel required for piling – delivered using up to six vessels in Phase 1 and six vessels in Phase 2
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:25:It should be noted that piling would not be continuous through the full construction phase for the quay. There
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:25:would be periods of downtime associated with transport of the piling rig(s) to the next location to undertake
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:25:works. Piling across the two phases of work is predicted to take approximately 15 months in total (seven
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:27: o Piling rigs (land-based plant)
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:Piling within the river channel would result in the creation of underwater noise disturbance to fish, marine
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:174:Direct impact on groundwater Volume of excavated soils circa 1,415,000m3. There is the potential for earthworks and piling
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:174:Direct impact on geology Volume of excavated soils circa 1,415,000m3. Earthworks and piling activities have the
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:186: Impacts on groundwater quality during earthworks and piling
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:186:Piling also has the potential to create preferential pathways, allowing contaminant migration to the
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:186:underlying aquifers. Piling also has the potential to physically drag down contaminants from the overlying
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:187:substantial earthworks and piling; these activities have the potential to disturb potential contamination which
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:187:could migrate via groundwater or via surface run-off from Made Ground soils, run-off from stockpiling
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:217:The proposed new quay (and all piling works required to construct the quay) would be on land. Therefore,
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:219: NOAA (NMFS, 2018) guidance. underwater noise (note, piling would be conducted
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:239:As piling for the proposed new quay is to be undertaken on land, it is concluded that risks to marine
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:299:study area is likely to arise from impulsive sources, such as impact piling works. As reported in Section
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:299:3.9, piling will be undertaken (non-continuously) over a period of approximately 15 months (seven months
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:299:for Phase 1 and eight months for Phase 2), with downtime during transportation of piling rigs from one
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:299:location to the next. Assuming the use of four rigs and ten minutes of impact piling activity per rig per day,
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:299:there would be up to 40 minutes of piling activity per day during that period.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:300:Mudflat, the impulsive noise levels associated with the piling works indicated in Table 12.19 range between
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:300:piling works).
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:300:proposed piling activities is considered to be high, such that the waterbirds present may exhibit behavioural
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:300:For the purposes of the assessment, and on a precautionary basis, it has been assumed that the piling
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:300:As such, under a worst-case scenario of 40 minutes of impact piling noise per day, at low tide, the magnitude
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:300:percussive piling at Conoco-Phillips (approximately 270m away)). On all four of the monitoring visits
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:300:(undertaken at the start and during the piling), there was no evident disturbance to the birds, with continued
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:300:feeding at Seal Sands. At the nearest point, the piling in the proposed scheme is similarly distant (260-
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:300:would have a reasonably low sensitivity to piling disturbances at this kind of distance, therefore similar
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:301:noise reduction shrouding will be employed for the piling rigs, the use of which will (based on research)
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:301:Table 12.20 Predicted airborne noise levels at ecological receptors with shrouding on piling rigs
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:301:historic evidence that waterbird species in the Tees estuary may have some degree of tolerance to piling
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:304:as a result of dredging activities and residual noise from land-based piling works. The assessment
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:308: The creation of a wharf involves a substantial amount of piling. The
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:308: noise from piling, particularly impact piling may impact severely on
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:308: restrictions on piling activity should be expected in order to reduce
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:308: of piling activities associated with the
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:308: Salmon. We have noted that report states that as the piling would
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:308: assessment of impacts from piling
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:309:of underwater noise levels arising from construction works such as piling and dredging. This section
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:310: based piling works (see Section 13.5.4 and Appendix 8), plus threshold underwater noise criteria
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:325:13.5.4 Underwater noise from land-based piling activities
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:325:While piling works are to be undertaken on land at least 20m from the river edge, consultation with the
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:325:Environment Agency (see Section 13.2.1) has raised the issue of noise emissions from the landside piling
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:326:Popper et al. (2014) provides information on the relative risk of the effects of impulsive (percussive) piling
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:326:levels produced by piling have been compared to this below.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:326:media (i.e. mixed sand/silt and water), then the transmission of noise is reduced. In the proposed piling
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:326:Subacoustech (2020) reviewed the risk of transmission of underwater noise into the river from the piling
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:326:surveys of land-based piling in other locations, Subacoustech considered a likely minimum loss of 5dB
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:326:between the working area and the river. Applying this to typical piling underwater noise levels, the
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:326:conservative noise level predictions in the Tees from piling, as used in the review, are set out in Table 13.11
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:327:Table 13.11 Predictions of underwater noise levels during percussive piling in the River Tees
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:327:middle of the river closest to the piling for 10 minutes, considered to be a reasonable estimate for the length
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:327:The maximum noise level predicted from percussive piling is 159 dB SELss in the centre of the river channel,
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:327:at 150m directly opposite the piling. Based on the above assumption, this is equivalent to 185 dB SELcum.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:327:Noise-related barrier effects on migrating species during piling
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:327:levels in the Tees described in Section 13.5.3. Based on the predicted piling noise levels at the greatest
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:327:distance (i.e. 151 dB SPLRMS at 400 m), the noise level at the furthest ‘line of sight’ of the piling (around
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:327:river, and the relative insensitivity of the fish under consideration, it is thought that the noise from piling on
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:327:land is unlikely to impede their passage during piling (noting that caution such be used in the generalisation
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:327:in excess of background noise and of similar order (or greater) than the noise level produced during piling
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:327:even if piling takes place during the peak months of July and August the magnitude of the impact would be
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:327:underwater noise of piling activities is therefore considered to have a negligible impact on migration up-
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:342: any deep excavations (including piling) carried out as part of construction should be
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:373:construction plant and piling rigs has been used in the construction phase noise assessment to assess a
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:374:piling activities were also included in the noise predictions. On-times for construction plant were generally
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:374:assumed to be 60% with 30% on-time for percussive piling activities. Where construction plant is to be
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:374: Installation of tubular king Percussive piling rig 1 C3.2 / 30 115.3
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:374: Piling rig power pack 1 C3.5 60 96.8
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:374: Installation of infill sheet Percussive piling rig 1 C3.2 / 30 115.3
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:374: Piling rig power pack 1 C3.5 60 96.8
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:374: Installation of anchor wall Percussive piling rig 1 C3.2 / 30 115.3
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:374: Piling rig power pack 1 C3.5 60 96.8
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:374: Installation of heavy load Auger piling rig 1 C3.21 60 107.3
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:415:stockpiling of soils and materials. There will be constant and varied vehicular movements and on-site
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:415:activity. Construction phases will require the use of relatively tall plant including cranes, piling rigs and a
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:467: Piling rig 200 390
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:508:modelled for piling and dredging for the Hartlepool approach channel (Table 27.3).
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:508:Table 27.3 Maximum predicted impact ranges (and areas) for TTS or fleeing response for piling and
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:508: piling at NGCT, Hartlepool
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:509:seal that could be disturbed has been estimated based on the maximum impact ranges during piling at the
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:509:temporary auditory injury (TTS) or a fleeing response from cumulative impacts of piling and dredging at the
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:509: piling – cumulative impacts exposed to effect).
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:510: during piling and dredging – density of 0.01/km2. population anticipated to be
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:510:The magnitude of the potential cumulative impacts for TTS and fleeing response as a result of piling and /
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:510:disturbance as a result of cumulative underwater noise impacts from piling and dredging activities on
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:511:Table 27.5 Assessment of impact significance for cumulative underwater noise impacts from piling and
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:511: piling and
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:513:12.5.4 (i.e. shrouding employed at the piling rigs) in place, there is anticipated to be (at worst) a minor impact
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:515:the land-based piling, there may be minor adverse impacts from the dredging noises which could potentially
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:528:quay effects in relation to WFD mitigation therefore there would be require piling on land.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:542: It is proposed that all piling works will be undertaken using land-based
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:543:Piling has the potential to create preferential pathways allowing contaminant migration to the Secondary B
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:543:Mudstone Group. Piling also has the potential to physically drag down contaminants from the overlying
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:543:A pre-construction piling risk assessment and hydrogeological risk assessment would be undertaken prior
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:544: • The combined effect of piling and riverbank excavation on the groundwater body (potentially
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:544: • The combined effect of dredging and effects associated with piling and riverbank excavation on
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:544:The effects associated with soil excavation and piling on groundwater will be managed via appropriate
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:544:remediation, in addition, to the undertaking of a piling risk assessment. As a result, the combined effect is
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:549:and Redcar Mudstone Groundwater body by creation of pathways via excavation or piling for example,
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:549:would require site characterisation and remediation/ mitigation (such as piling risk assessments to be
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:549:Effects associated with construction of the proposed new quay are due to the need for excavation and piling
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:576:over an estimated 40 minutes per day (assuming ten minutes of impact piling per rig for four piling rigs) and
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:577:employment of shrouding around the piling rigs during construction works), the predicted noise levels at the
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:impulsive piling noises, including non-flight responses such as head turning, scanning and movement away
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:582:compounded on an estuary wide scale. However, with the use of shrouding on piling rigs during the
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:53: installed on land (i.e. no piling below
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:53: percussive piling.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:58: Specific information on the dredging and piling activities will be required, including the duration of works and anticipated working hours, the likely noise
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:62:It is currently proposed that all piling works for the quay will be undertaken on land. It is therefore not
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:62:Section 4.3, underwater noise modelling is not proposed given that all piling works for construction of the
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:81: 3.3. The MMO is satisfied that the piling activity identified in the report will not require a
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:275: • vertical migration through the creation of preferential pathways via piling; and,
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:277: piling. Strategy for the neighbouring site indicates that
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:279: piling.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:280: piling.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:281: piling.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:282: piling. B Aquifer (Mercia
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:282: piling.
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:20:assumed that all piling works will be undertaken using land-based plant, with a safety / workboat proposed
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:20:to support any activities following the removal of material in front of the quay. The number of piling rigs to
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:20:it is envisaged that up to four piling rigs would be working at the same time.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:21:Table 3.1 Assessed piling requirements
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:21: • steel required for piling – delivered using up to six vessels in Phase 1 and six vessels in Phase 2
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:25:It should be noted that piling would not be continuous through the full construction phase for the quay. There
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:25:would be periods of downtime associated with transport of the piling rig(s) to the next location to undertake
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:25:works. Piling across the two phases of work is predicted to take approximately 15 months in total (seven
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:27: o Piling rigs (land-based plant)
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:Piling within the river channel would result in the creation of underwater noise disturbance to fish, marine
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:174:Direct impact on groundwater Volume of excavated soils circa 1,415,000m3. There is the potential for earthworks and piling
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:174:Direct impact on geology Volume of excavated soils circa 1,415,000m3. Earthworks and piling activities have the
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:186: Impacts on groundwater quality during earthworks and piling
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:186:Piling also has the potential to create preferential pathways, allowing contaminant migration to the
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:186:underlying aquifers. Piling also has the potential to physically drag down contaminants from the overlying
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:187:substantial earthworks and piling; these activities have the potential to disturb potential contamination which
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:187:could migrate via groundwater or via surface run-off from Made Ground soils, run-off from stockpiling
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:217:The proposed new quay (and all piling works required to construct the quay) would be on land. Therefore,
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:219: NOAA (NMFS, 2018) guidance. underwater noise (note, piling would be conducted
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:239:As piling for the proposed new quay is to be undertaken on land, it is concluded that risks to marine
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:299:study area is likely to arise from impulsive sources, such as impact piling works. As reported in Section
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:299:3.9, piling will be undertaken (non-continuously) over a period of approximately 15 months (seven months
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:299:for Phase 1 and eight months for Phase 2), with downtime during transportation of piling rigs from one
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:299:location to the next. Assuming the use of four rigs and ten minutes of impact piling activity per rig per day,
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:299:there would be up to 40 minutes of piling activity per day during that period.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:300:Mudflat, the impulsive noise levels associated with the piling works indicated in Table 12.19 range between
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:300:piling works).
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:300:proposed piling activities is considered to be high, such that the waterbirds present may exhibit behavioural
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:300:For the purposes of the assessment, and on a precautionary basis, it has been assumed that the piling
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:300:As such, under a worst-case scenario of 40 minutes of impact piling noise per day, at low tide, the magnitude
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:300:percussive piling at Conoco-Phillips (approximately 270m away)). On all four of the monitoring visits
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:300:(undertaken at the start and during the piling), there was no evident disturbance to the birds, with continued
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:300:feeding at Seal Sands. At the nearest point, the piling in the proposed scheme is similarly distant (260-
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:300:would have a reasonably low sensitivity to piling disturbances at this kind of distance, therefore similar
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:301:noise reduction shrouding will be employed for the piling rigs, the use of which will (based on research)
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:301:Table 12.20 Predicted airborne noise levels at ecological receptors with shrouding on piling rigs
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:301:historic evidence that waterbird species in the Tees estuary may have some degree of tolerance to piling
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:304:as a result of dredging activities and residual noise from land-based piling works. The assessment
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:308: The creation of a wharf involves a substantial amount of piling. The
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:308: noise from piling, particularly impact piling may impact severely on
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:308: restrictions on piling activity should be expected in order to reduce
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:308: of piling activities associated with the
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:308: Salmon. We have noted that report states that as the piling would
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:308: assessment of impacts from piling
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:309:of underwater noise levels arising from construction works such as piling and dredging. This section
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:310: based piling works (see Section 13.5.4 and Appendix 8), plus threshold underwater noise criteria
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:325:13.5.4 Underwater noise from land-based piling activities
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:325:While piling works are to be undertaken on land at least 20m from the river edge, consultation with the
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:325:Environment Agency (see Section 13.2.1) has raised the issue of noise emissions from the landside piling
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:326:Popper et al. (2014) provides information on the relative risk of the effects of impulsive (percussive) piling
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:326:levels produced by piling have been compared to this below.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:326:media (i.e. mixed sand/silt and water), then the transmission of noise is reduced. In the proposed piling
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:326:Subacoustech (2020) reviewed the risk of transmission of underwater noise into the river from the piling
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:326:surveys of land-based piling in other locations, Subacoustech considered a likely minimum loss of 5dB
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:326:between the working area and the river. Applying this to typical piling underwater noise levels, the
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:326:conservative noise level predictions in the Tees from piling, as used in the review, are set out in Table 13.11
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:327:Table 13.11 Predictions of underwater noise levels during percussive piling in the River Tees
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:327:middle of the river closest to the piling for 10 minutes, considered to be a reasonable estimate for the length
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:327:The maximum noise level predicted from percussive piling is 159 dB SELss in the centre of the river channel,
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:327:at 150m directly opposite the piling. Based on the above assumption, this is equivalent to 185 dB SELcum.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:327:Noise-related barrier effects on migrating species during piling
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:327:levels in the Tees described in Section 13.5.3. Based on the predicted piling noise levels at the greatest
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:327:distance (i.e. 151 dB SPLRMS at 400 m), the noise level at the furthest ‘line of sight’ of the piling (around
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:327:river, and the relative insensitivity of the fish under consideration, it is thought that the noise from piling on
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:327:land is unlikely to impede their passage during piling (noting that caution such be used in the generalisation
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:327:in excess of background noise and of similar order (or greater) than the noise level produced during piling
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:327:even if piling takes place during the peak months of July and August the magnitude of the impact would be
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:327:underwater noise of piling activities is therefore considered to have a negligible impact on migration up-
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:342: any deep excavations (including piling) carried out as part of construction should be
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:373:construction plant and piling rigs has been used in the construction phase noise assessment to assess a
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:374:piling activities were also included in the noise predictions. On-times for construction plant were generally
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:374:assumed to be 60% with 30% on-time for percussive piling activities. Where construction plant is to be
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:374: Installation of tubular king Percussive piling rig 1 C3.2 / 30 115.3
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:374: Piling rig power pack 1 C3.5 60 96.8
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:374: Installation of infill sheet Percussive piling rig 1 C3.2 / 30 115.3
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:374: Piling rig power pack 1 C3.5 60 96.8
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:374: Installation of anchor wall Percussive piling rig 1 C3.2 / 30 115.3
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:374: Piling rig power pack 1 C3.5 60 96.8
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:374: Installation of heavy load Auger piling rig 1 C3.21 60 107.3
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:415:stockpiling of soils and materials. There will be constant and varied vehicular movements and on-site
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:415:activity. Construction phases will require the use of relatively tall plant including cranes, piling rigs and a
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:467: Piling rig 200 390
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:508:modelled for piling and dredging for the Hartlepool approach channel (Table 27.3).
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:508:Table 27.3 Maximum predicted impact ranges (and areas) for TTS or fleeing response for piling and
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:508: piling at NGCT, Hartlepool
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:509:seal that could be disturbed has been estimated based on the maximum impact ranges during piling at the
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:509:temporary auditory injury (TTS) or a fleeing response from cumulative impacts of piling and dredging at the
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:509: piling – cumulative impacts exposed to effect).
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:510: during piling and dredging – density of 0.01/km2. population anticipated to be
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:510:The magnitude of the potential cumulative impacts for TTS and fleeing response as a result of piling and /
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:510:disturbance as a result of cumulative underwater noise impacts from piling and dredging activities on
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:511:Table 27.5 Assessment of impact significance for cumulative underwater noise impacts from piling and
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:511: piling and
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:513:12.5.4 (i.e. shrouding employed at the piling rigs) in place, there is anticipated to be (at worst) a minor impact
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:515:the land-based piling, there may be minor adverse impacts from the dredging noises which could potentially
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:528:quay effects in relation to WFD mitigation therefore there would be require piling on land.
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:542: It is proposed that all piling works will be undertaken using land-based
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:543:Piling has the potential to create preferential pathways allowing contaminant migration to the Secondary B
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:543:Mudstone Group. Piling also has the potential to physically drag down contaminants from the overlying
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:543:A pre-construction piling risk assessment and hydrogeological risk assessment would be undertaken prior
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:544: • The combined effect of piling and riverbank excavation on the groundwater body (potentially
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:544: • The combined effect of dredging and effects associated with piling and riverbank excavation on
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:544:The effects associated with soil excavation and piling on groundwater will be managed via appropriate
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:544:remediation, in addition, to the undertaking of a piling risk assessment. As a result, the combined effect is
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:549:and Redcar Mudstone Groundwater body by creation of pathways via excavation or piling for example,
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:549:would require site characterisation and remediation/ mitigation (such as piling risk assessments to be
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:549:Effects associated with construction of the proposed new quay are due to the need for excavation and piling
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:576:over an estimated 40 minutes per day (assuming ten minutes of impact piling per rig for four piling rigs) and
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:577:employment of shrouding around the piling rigs during construction works), the predicted noise levels at the
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:impulsive piling noises, including non-flight responses such as head turning, scanning and movement away
MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:582:compounded on an estuary wide scale. However, with the use of shrouding on piling rigs during the
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:120: 2.2 Noise associated with piling equipment ………………………………………………………………………. 5
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:122:expected for percussive piling. These are described below.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:122:impact piling and seismic airgun sources. SPL peak is calculated using the maximum variation of the
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:123:This technical note considers a proposed new quay wall, which will be installed using percussive piling
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:123:land. The closest piling is approximately 20 m from the river edge. There are no piling works proposed
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:123:case of up to 40 minutes of piling per day.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:124:2.2 Noise associated with piling equipment
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:to the River Tees, where the sensitive species are present, the energy produced by the piling must be
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:124:transmitted from the piling rig, into the surrounding ground and from there into the water.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:124:water around piling over the last 15 years. However, these are almost entirely where the piling and
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:124:receiver location. In the case of the piling at South Bank, all piling will be on land.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:124:percussive piling by a river have been taken by Subacoustech Environmental 4 from a survey in the
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:124:4 F Midforth, S East (2016). Monitoring of underwater noise prior to and during piling operations on the River
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: Table 2-1 Measurements of underwater percussive piling, in water, in the River Thames, City of
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:125:The largest (worst case) piling hammer assumed to be used at South Bank is an IHC S150, which is
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:125:larger than the one used in the piling above and could lead to an increase of approximately 2 dB more
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:125:with the piling equipment also operating directly in the water. The piling at South Bank will occur on
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:Portsmouth6. The River Meon was approximately 200 m from the piling and the noise levels were
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:125:measured in the river. Based on previous measurements of similar equipment piling directly in the water,
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:125:it was found that the piling noise (during piling on the beach) measured in the River Meon was 5 dB
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:125:lower than the piling in the water. It is recognised that this is a rather different situation to that here;
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:125:used and 5 dB attenuation by the piling on land.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:125: Table 2-2 Predictions of underwater noise levels during percussive piling in the River Tees
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:125:6 T Mason (2018). Transmission of noise into water from coastal piling at Hill Head, Hampshire. Subacoustech
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:126:produced by piling will be compared to this.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:127:or non-impulsive. The piling noise is considered non-impulsive as it is a steady state noise. The Southall
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:127:piling sound sources is for potential TTS in the most sensitive species. This threshold is 186 dB SELcum
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:127:exposure over multiple pulses from percussive piling.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:127:that the receptor remains in the middle of the river closest to the piling for 10 minutes, considered to be
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:127:The noise level identified as the maximum expected in the river from percussive piling is 159 dB SELss
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:127:in the middle of the river, at 150 m from directly opposite the piling. Based on the above assumption,
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:127:temporary threshold shift to even the most sensitive species of fish from noise from percussive piling
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:127:It should be noted that this noise level is directly opposite a piling location in the River Tees and will
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:127:SPLRMS when vessels pass, or other noise sources are present. Based on the predicted piling noise
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:127:‘line of sight’ of the piling (around Middlesbrough Dock) using a reasonable estimation for noise
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:128:piling on land is unlikely to impede their passage during piling.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:128:opposite the piling location.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:128:exposed to percussive piling noise at this range, the weighting is approximately equivalent to 21 dB,
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:128:level predicted at 100 m and is not expected to be reached at any position in the river during piling.
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:128:The potential impact of underwater noise produced by the percussive piling activities of the proposed
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:128:has been assessed. All piling will be undertaken on land, out of the water. Due to the complexity of the
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:128:transmission from piling on land. Based on criteria for potential injury to fish (Popper et al. 2014) and
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:128:Noise levels during piling will be below those that could potentially cause temporary threshold shift
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:128:The noise levels are predicted to reach approximately 153 dB SPLRMS directly opposite the piling, based
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:128:on previous measurements of piling noise in similar conditions. This is slightly above the suggested
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:128:percussive piling, the noisiest expected activity, is expected to occur for up to 10 minutes a day, in up
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:128:to four locations, the risk of any potential impacts, behavioural or otherwise, from piling on land is
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:286: • steel required for piling – delivered using up to six vessels in Phase 1 and six vessels in Phase
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:393:outside the estuary but could delay or prevent fish The potential risk associated with piling on land and the potential for underwater noise is
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:393:estuary underwater noise into the river from the piling activities and the potential impacts on
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:400: There is the potential for earthworks and piling activities to disturb pre-existing contamination which may be
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:401: phase of the new quay which includes piling, has the potential to increase the release
MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:401: There is the potential for earthworks and piling activities to disturb pre-existing
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:20:assumed that all piling works will be undertaken using land-based plant, with a safety / workboat proposed
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:20:to support any activities following the removal of material in front of the quay. The number of piling rigs to
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:20:it is envisaged that up to four piling rigs would be working at the same time.
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:21:Table 3.1 Assessed piling requirements
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:21: • steel required for piling – delivered using up to six vessels in Phase 1 and six vessels in Phase 2
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:25:It should be noted that piling would not be continuous through the full construction phase for the quay. There
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:25:would be periods of downtime associated with transport of the piling rig(s) to the next location to undertake
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:25:works. Piling across the two phases of work is predicted to take approximately 15 months in total (seven
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:27: o Piling rigs (land-based plant)
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:Piling within the river channel would result in the creation of underwater noise disturbance to fish, marine
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:174:Direct impact on groundwater Volume of excavated soils circa 1,415,000m3. There is the potential for earthworks 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:174:Direct impact on geology Volume of excavated soils circa 1,415,000m3. Earthworks and piling activities have the
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:186: Impacts on groundwater quality during earthworks 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:186:Piling also has the potential to create preferential pathways, allowing contaminant migration to the
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:186:underlying aquifers. Piling also has the potential to physically drag down contaminants from the overlying
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:187:substantial earthworks and piling; these activities have the potential to disturb potential contamination which
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:187:could migrate via groundwater or via surface run-off from Made Ground soils, run-off from stockpiling
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:217:The proposed new quay (and all piling works required to construct the quay) would be on land. Therefore,
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:219: NOAA (NMFS, 2018) guidance. underwater noise (note, piling would be conducted
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:239:As piling for the proposed new quay is to be undertaken on land, it is concluded that risks to marine
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:299:study area is likely to arise from impulsive sources, such as impact piling works. As reported in Section
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:299:3.9, piling will be undertaken (non-continuously) over a period of approximately 15 months (seven months
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:299:for Phase 1 and eight months for Phase 2), with downtime during transportation of piling rigs from one
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:299:location to the next. Assuming the use of four rigs and ten minutes of impact piling activity per rig 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:299:there would be up to 40 minutes of piling activity per day during that period.
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:300:Mudflat, the impulsive noise levels associated with the piling works indicated in Table 12.19 range between
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:300:piling works).
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:300:proposed piling activities is considered to be high, such that the waterbirds present may exhibit behavioural
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:300:For the purposes of the assessment, and on a precautionary basis, it has been assumed that the piling
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:300:As such, under a worst-case scenario of 40 minutes of impact piling noise per day, at low tide, the magnitude
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:300:percussive piling at Conoco-Phillips (approximately 270m away)). On all four of the monitoring visits
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:300:(undertaken at the start and during the piling), there was no evident disturbance to the birds, with continued
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:300:feeding at Seal Sands. At the nearest point, the piling in the proposed scheme is similarly distant (260-
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:300:would have a reasonably low sensitivity to piling disturbances at this kind of distance, therefore similar
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:301:noise reduction shrouding will be employed for the piling rigs, the use of which will (based on research)
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:301:Table 12.20 Predicted airborne noise levels at ecological receptors with shrouding on piling rigs
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:301:historic evidence that waterbird species in the Tees estuary may have some degree of tolerance to piling
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:304:as a result of dredging activities and residual noise from land-based piling works. The assessment
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:308: The creation of a wharf involves a substantial amount of piling. The
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:308: noise from piling, particularly impact piling may impact severely on
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:308: restrictions on piling activity should be expected in order to reduce
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:308: of piling activities associated 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:308: Salmon. We have noted that report states that as the piling would
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:308: assessment of impacts from piling
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:309:of underwater noise levels arising from construction works such as piling and dredging. This section
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:310: based piling works (see Section 13.5.4 and Appendix 8), plus threshold underwater noise criteria
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:325:13.5.4 Underwater noise from land-based piling activities
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:325:While piling works are to be undertaken on land at least 20m from the river edge, consultation 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:325:Environment Agency (see Section 13.2.1) has raised the issue of noise emissions from the landside piling
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:326:Popper et al. (2014) provides information on the relative risk of the effects of impulsive (percussive) piling
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:326:levels produced by piling have been compared to this below.
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:326:media (i.e. mixed sand/silt and water), then the transmission of noise is reduced. In the proposed piling
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:326:Subacoustech (2020) reviewed the risk of transmission of underwater noise into the river from the piling
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:326:surveys of land-based piling in other locations, Subacoustech considered a likely minimum loss of 5dB
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:326:between the working area and the river. Applying this to typical piling underwater noise levels, the
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:326:conservative noise level predictions in the Tees from piling, as used in the review, are set out in Table 13.11
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:327:Table 13.11 Predictions of underwater noise levels during percussive piling in the River Tees
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:327:middle of the river closest to the piling for 10 minutes, considered to be a reasonable estimate for the length
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:327:The maximum noise level predicted from percussive piling is 159 dB SELss in the centre of the river channel,
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:327:at 150m directly opposite the piling. Based on the above assumption, this is equivalent to 185 dB SELcum.
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-related barrier effects on migrating species during piling
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:327:levels in the Tees described in Section 13.5.3. Based on the predicted piling noise levels at the greatest
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:327:distance (i.e. 151 dB SPLRMS at 400 m), the noise level at the furthest ‘line of sight’ of the piling (around
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:327:river, and the relative insensitivity of the fish under consideration, it is thought that the noise from piling on
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:327:land is unlikely to impede their passage during piling (noting that caution such be used in the generalisation
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:327:in excess of background noise and of similar order (or greater) than the noise level produced during piling
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:327:even if piling takes place during the peak months of July and August the magnitude of the impact would be
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:327:underwater noise of piling activities is therefore considered to have a negligible impact on migration up-
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:342: any deep excavations (including piling) carried out as part of construction should be
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:373:construction plant and piling rigs has been used in the construction phase noise assessment to assess a
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:374:piling activities were also included in the noise predictions. On-times for construction plant were generally
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:374:assumed to be 60% with 30% on-time for percussive piling activities. Where construction plant is to be
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:374: Installation of tubular king Percussive piling rig 1 C3.2 / 30 115.3
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:374: Piling rig power pack 1 C3.5 60 96.8
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:374: Installation of infill sheet Percussive piling rig 1 C3.2 / 30 115.3
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:374: Piling rig power pack 1 C3.5 60 96.8
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:374: Installation of anchor wall Percussive piling rig 1 C3.2 / 30 115.3
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:374: Piling rig power pack 1 C3.5 60 96.8
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:374: Installation of heavy load Auger piling rig 1 C3.21 60 107.3
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:415:stockpiling of soils and materials. There will be constant and varied vehicular movements and on-site
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:415:activity. Construction phases will require the use of relatively tall plant including cranes, piling rigs and a
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:467: Piling rig 200 390
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:508:modelled for piling and dredging for the Hartlepool approach channel (Table 27.3).
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:508:Table 27.3 Maximum predicted impact ranges (and areas) for TTS or fleeing response for piling and
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:508: piling at NGCT, Hartlepool
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:509:seal that could be disturbed has been estimated based on the maximum impact ranges during piling at the
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:509:temporary auditory injury (TTS) or a fleeing response from cumulative impacts of piling and dredging at the
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:509: piling – cumulative impacts exposed to effect).
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:510: during piling and dredging – density of 0.01/km2. population anticipated to be
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:510:The magnitude of the potential cumulative impacts for TTS and fleeing response as a result of piling and /
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:510:disturbance as a result of cumulative underwater noise impacts from piling and dredging activities on
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:511:Table 27.5 Assessment of impact significance for cumulative underwater noise impacts from piling and
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:511: piling and
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:513:12.5.4 (i.e. shrouding employed at the piling rigs) in place, there is anticipated to be (at worst) a minor impact
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:515:the land-based piling, there may be minor adverse impacts from the dredging noises which could potentially
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:528:quay effects in relation to WFD mitigation therefore there would be require piling on land.
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:542: It is proposed that all piling works will be undertaken using land-based
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:543:Piling has the potential to create preferential pathways allowing contaminant migration to the Secondary B
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:543:Mudstone Group. Piling also has the potential to physically drag down contaminants from the overlying
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:543:A pre-construction piling risk assessment and hydrogeological risk assessment would be undertaken prior
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:544: • The combined effect of piling and riverbank excavation on the groundwater body (potentially
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:544: • The combined effect of dredging and effects associated with piling and riverbank excavation on
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:544:The effects associated with soil excavation and piling on groundwater will be managed via appropriate
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:544:remediation, in addition, to the undertaking of a piling risk assessment. As a result, the combined effect is
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:549:and Redcar Mudstone Groundwater body by creation of pathways via excavation or piling for example,
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:549:would require site characterisation and remediation/ mitigation (such as piling risk assessments to be
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:549:Effects associated with construction of the proposed new quay are due to the need for excavation 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:576:over an estimated 40 minutes per day (assuming ten minutes of impact piling per rig for four piling rigs) and
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:577:employment of shrouding around the piling rigs during construction works), the predicted noise levels at the
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:impulsive piling noises, including non-flight responses such as head turning, scanning and movement away
R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:582:compounded on an estuary wide scale. However, with the use of shrouding on piling rigs during the
R-2020-0371-SCP-EA R_2020_0371_SCP 14 August 2020 OFFICIAL.pdf:5:Piling
R-2020-0371-SCP-EA R_2020_0371_SCP 14 August 2020 OFFICIAL.pdf:5:The creation of a wharf involves a substantial amount of piling. The noise from piling,
R-2020-0371-SCP-EA R_2020_0371_SCP 14 August 2020 OFFICIAL.pdf:5:particularly impact piling may impact severely on fish migration. Salmon, sea trout, eel,
R-2020-0371-SCP-EA R_2020_0371_SCP 14 August 2020 OFFICIAL.pdf:5:migrations. Some restrictions on piling activity should be expected in order to reduce the
R-2020-0371-SCP-EA R_2020_0371_SCP 14 August 2020 OFFICIAL.pdf:5:report states that as the piling would occur on land that the noise would be reduced, the
R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf:3: installed on land (i.e. no piling below
R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf:3: percussive piling.
R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf:8: Specific information on the dredging and piling activities will be required, including the duration of works and anticipated working hours, the likely noise
R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf:12:It is currently proposed that all piling works for the quay will be undertaken on land. It is therefore not
R-2020-0371-SCP-PC1084-RHD-SB-EN-NT-EV-1106.pdf:12:Section 4.3, underwater noise modelling is not proposed given that all piling works for construction of the
R-2020-0371-SCP-323395 R_2020_0371_SCP - Natural England.pdf:2: the applicant in compiling the required information.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:2: The creation of a wharf involves a substantial amount of piling. The
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:2: noise from piling, particularly impact piling may impact severely on
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:2: restrictions on piling activity should be expected in order to reduce
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:2: of piling activities associated with the
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:2: Salmon. We have noted that report states that as the piling would
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:2: assessment of impacts from piling
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:3:of underwater noise levels arising from construction works such as piling and dredging. This section
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:4: based piling works (see Section 13.5.4 and Appendix 8), plus threshold underwater noise criteria
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:19:13.5.4 Underwater noise from land-based piling activities
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:19:While piling works are to be undertaken on land at least 20m from the river edge, consultation with the
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:19:Environment Agency (see Section 13.2.1) has raised the issue of noise emissions from the landside piling
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:20:Popper et al. (2014) provides information on the relative risk of the effects of impulsive (percussive) piling
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:20:levels produced by piling have been compared to this below.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:20:media (i.e. mixed sand/silt and water), then the transmission of noise is reduced. In the proposed piling
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:20:Subacoustech (2020) reviewed the risk of transmission of underwater noise into the river from the piling
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:20:surveys of land-based piling in other locations, Subacoustech considered a likely minimum loss of 5dB
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:20:between the working area and the river. Applying this to typical piling underwater noise levels, the
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:20:conservative noise level predictions in the Tees from piling, as used in the review, are set out in Table 13.11
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:21:Table 13.11 Predictions of underwater noise levels during percussive piling in the River Tees
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:21:middle of the river closest to the piling for 10 minutes, considered to be a reasonable estimate for the length
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:21:The maximum noise level predicted from percussive piling is 159 dB SELss in the centre of the river channel,
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:21:at 150m directly opposite the piling. Based on the above assumption, this is equivalent to 185 dB SELcum.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:21:Noise-related barrier effects on migrating species during piling
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:21:levels in the Tees described in Section 13.5.3. Based on the predicted piling noise levels at the greatest
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:21:distance (i.e. 151 dB SPLRMS at 400 m), the noise level at the furthest ‘line of sight’ of the piling (around
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:21:river, and the relative insensitivity of the fish under consideration, it is thought that the noise from piling on
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:21:land is unlikely to impede their passage during piling (noting that caution such be used in the generalisation
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:21:in excess of background noise and of similar order (or greater) than the noise level produced during piling
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:21:even if piling takes place during the peak months of July and August the magnitude of the impact would be
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_13. Fish and fisheries.pdf:21:underwater noise of piling activities is therefore considered to have a negligible impact on migration up-
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1112_Appendix 10_Transport Statement.pdf:20: • steel required for piling – delivered using up to six vessels in Phase 1 and six vessels in Phase
R-2020-0684-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:3: installed on land (i.e. no piling below
R-2020-0684-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:3: percussive piling.
R-2020-0684-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:8: Specific information on the dredging and piling activities will be required, including the duration of works and anticipated working hours, the likely noise
R-2020-0684-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:12:It is currently proposed that all piling works for the quay will be undertaken on land. It is therefore not
R-2020-0684-ESM-PC1084-RHD-SB-EN-NT-EV-1106_Appendix 2_Scoping note.pdf:12:Section 4.3, underwater noise modelling is not proposed given that all piling works for construction of the
R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:14:As piling is to take place on land and out of water, underwater noise levels will be below those that could
R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:15:piling works. Following the implementation of mitigation measures, including shrouding on the piling rigs,
R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:16:predicted. A review of potential impacts from land-based piling resulted in a conclusion that there will be
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf:19:modelled for piling and dredging for the Hartlepool approach channel (Table 27.3).
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf:19:Table 27.3 Maximum predicted impact ranges (and areas) for TTS or fleeing response for piling and
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf:19: piling at NGCT, Hartlepool
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf:20:seal that could be disturbed has been estimated based on the maximum impact ranges during piling at the
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf:20:temporary auditory injury (TTS) or a fleeing response from cumulative impacts of piling and dredging at the
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf:20: piling – cumulative impacts exposed to effect).
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf:21: during piling and dredging – density of 0.01/km2. population anticipated to be
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf:21:The magnitude of the potential cumulative impacts for TTS and fleeing response as a result of piling and /
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf:21:disturbance as a result of cumulative underwater noise impacts from piling and dredging activities on
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf:22:Table 27.5 Assessment of impact significance for cumulative underwater noise impacts from piling and
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf:22: piling and
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf:24:12.5.4 (i.e. shrouding employed at the piling rigs) in place, there is anticipated to be (at worst) a minor impact
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_27. Cumulative impact assessment.pdf:26:the land-based piling, there may be minor adverse impacts from the dredging noises which could potentially
R-2020-0684-ESM-DECISION NOTICE.pdf:5:9. Prior to the commencement of piling works, a Piling Risk Assessment shall
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:2: 2.2 Noise associated with piling equipment ………………………………………………………………………. 5
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:4:expected for percussive piling. These are described below.
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:4:impact piling and seismic airgun sources. SPL peak is calculated using the maximum variation of the
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:5:This technical note considers a proposed new quay wall, which will be installed using percussive piling
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:5:land. The closest piling is approximately 20 m from the river edge. There are no piling works proposed
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:5:case of up to 40 minutes of piling per day.
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:6:2.2 Noise associated with piling equipment
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:to the River Tees, where the sensitive species are present, the energy produced by the piling must be
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:6:transmitted from the piling rig, into the surrounding ground and from there into the water.
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:6:water around piling over the last 15 years. However, these are almost entirely where the piling and
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:6:receiver location. In the case of the piling at South Bank, all piling will be on land.
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:6:percussive piling by a river have been taken by Subacoustech Environmental 4 from a survey in the
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:6:4 F Midforth, S East (2016). Monitoring of underwater noise prior to and during piling operations on the River
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: Table 2-1 Measurements of underwater percussive piling, in water, in the River Thames, City of
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:7:The largest (worst case) piling hammer assumed to be used at South Bank is an IHC S150, which is
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:7:larger than the one used in the piling above and could lead to an increase of approximately 2 dB more
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:7:with the piling equipment also operating directly in the water. The piling at South Bank will occur on
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:Portsmouth6. The River Meon was approximately 200 m from the piling and the noise levels were
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:7:measured in the river. Based on previous measurements of similar equipment piling directly in the water,
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:7:it was found that the piling noise (during piling on the beach) measured in the River Meon was 5 dB
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:7:lower than the piling in the water. It is recognised that this is a rather different situation to that here;
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:7:used and 5 dB attenuation by the piling on land.
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:7: Table 2-2 Predictions of underwater noise levels during percussive piling in the River Tees
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:7:6 T Mason (2018). Transmission of noise into water from coastal piling at Hill Head, Hampshire. Subacoustech
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:8:produced by piling will be compared to this.
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:9:or non-impulsive. The piling noise is considered non-impulsive as it is a steady state noise. The Southall
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:9:piling sound sources is for potential TTS in the most sensitive species. This threshold is 186 dB SELcum
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:9:exposure over multiple pulses from percussive piling.
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:9:that the receptor remains in the middle of the river closest to the piling for 10 minutes, considered to be
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:9:The noise level identified as the maximum expected in the river from percussive piling is 159 dB SELss
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:9:in the middle of the river, at 150 m from directly opposite the piling. Based on the above assumption,
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:9:temporary threshold shift to even the most sensitive species of fish from noise from percussive piling
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:9:It should be noted that this noise level is directly opposite a piling location in the River Tees and will
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:9:SPLRMS when vessels pass, or other noise sources are present. Based on the predicted piling noise
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:9:‘line of sight’ of the piling (around Middlesbrough Dock) using a reasonable estimation for noise
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:10:piling on land is unlikely to impede their passage during piling.
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:10:opposite the piling location.
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:10:exposed to percussive piling noise at this range, the weighting is approximately equivalent to 21 dB,
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:10:level predicted at 100 m and is not expected to be reached at any position in the river during piling.
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:10:The potential impact of underwater noise produced by the percussive piling activities of the proposed
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:10:has been assessed. All piling will be undertaken on land, out of the water. Due to the complexity of the
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:10:transmission from piling on land. Based on criteria for potential injury to fish (Popper et al. 2014) and
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:10:Noise levels during piling will be below those that could potentially cause temporary threshold shift
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:10:The noise levels are predicted to reach approximately 153 dB SPLRMS directly opposite the piling, based
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:10:on previous measurements of piling noise in similar conditions. This is slightly above the suggested
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:10:percussive piling, the noisiest expected activity, is expected to occur for up to 10 minutes a day, in up
R-2020-0684-ESM-Appendix 8_Underwater noise assessment.pdf:10:to four locations, the risk of any potential impacts, behavioural or otherwise, from piling on land is
R-2020-0684-ESM-EIA_Scoping_Response_EIA201900017_FINAL.pdf:6:The MMO would support the adoption of a ‘soft-start’ approach to any marine piling
R-2020-0684-ESM-EIA_Scoping_Response_EIA201900017_FINAL.pdf:6:which occurs during construction. The highly audible percussive piling, in particular,
R-2020-0684-ESM-EIA_Scoping_Response_EIA201900017_FINAL.pdf:6:the ‘soft-start’ approach to marine piling (https://consult.defra.gov.uk/natural-
R-2020-0684-ESM-EIA_Scoping_Response_EIA201900017_FINAL.pdf:6:to percussive piling. Percussive piling is generally the loudest, and has the biggest
R-2020-0684-ESM-EIA_Scoping_Response_EIA201900017_FINAL.pdf:6:and fish. The MMO supports the consideration of auger, blue-piling or vibro-piling as
R-2020-0684-ESM-EIA_Scoping_Response_EIA201900017_FINAL.pdf:12:information on the dredging and piling activities will be required, including the
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:6:Direct impact on groundwater Volume of excavated soils circa 1,415,000m3. There is the potential for earthworks and piling
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:6:Direct impact on geology Volume of excavated soils circa 1,415,000m3. Earthworks and piling activities have the
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:18: Impacts on groundwater quality during earthworks and piling
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:18:Piling also has the potential to create preferential pathways, allowing contaminant migration to the
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:18:underlying aquifers. Piling also has the potential to physically drag down contaminants from the overlying
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:19:substantial earthworks and piling; these activities have the potential to disturb potential contamination which
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:19:could migrate via groundwater or via surface run-off from Made Ground soils, run-off from stockpiling
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-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf:12:construction plant and piling rigs has been used in the construction phase noise assessment to assess a
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf:13:piling activities were also included in the noise predictions. On-times for construction plant were generally
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf:13:assumed to be 60% with 30% on-time for percussive piling activities. Where construction plant is to be
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf:13: Installation of tubular king Percussive piling rig 1 C3.2 / 30 115.3
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf:13: Piling rig power pack 1 C3.5 60 96.8
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf:13: Installation of infill sheet Percussive piling rig 1 C3.2 / 30 115.3
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf:13: Piling rig power pack 1 C3.5 60 96.8
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf:13: Installation of anchor wall Percussive piling rig 1 C3.2 / 30 115.3
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf:13: Piling rig power pack 1 C3.5 60 96.8
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf:13: Installation of heavy load Auger piling rig 1 C3.21 60 107.3
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_22. Climate change.pdf:8: Piling rig 200 390
R-2020-0684-ESM-Officer Report 0684.pdf:14:The statement states that construction works including piling operations will
R-2020-0684-ESM-Officer Report 0684.pdf:14:The model calculation (sound plan) assumes that all piling activities will be
R-2020-0684-ESM-Officer Report 0684.pdf:14:The working hours for all piling operations activities wherever possible on this
R-2020-0684-ESM-Officer Report 0684.pdf:24:during earthworks and piling, surface water quality from the discharge of
R-2020-0684-ESM-Officer Report 0684.pdf:24:The proposed development will involve significant earthworks and piling
R-2020-0684-ESM-Officer Report 0684.pdf:33:The proposed new quay and the associated piling works are to be on land.
R-2020-0684-ESM-Officer Report 0684.pdf:43:considered. Noise disturbance has been assessed with piling considered to
R-2020-0684-ESM-Officer Report 0684.pdf:43:12.19 of the ES. Based on the assumed methods of piling including the
R-2020-0684-ESM-Officer Report 0684.pdf:45:Mitigation is proposed with regard to piling methods in the form of noise
R-2020-0684-ESM-Officer Report 0684.pdf:45:reduction shrouding for the piling rigs which has the potential to provide a
R-2020-0684-ESM-Officer Report 0684.pdf:45:noise related to piling can be managed by way of planning conditions.
R-2020-0684-ESM-Officer Report 0684.pdf:45:proposed with regard to Piling Risk Assessment that will have the ability to
R-2020-0684-ESM-Officer Report 0684.pdf:46: designated sites, including noise shrouds on piling rigs, and dredging
R-2020-0684-ESM-Officer Report 0684.pdf:46:As detailed above a Piling Risk Assessment is to be submitted. This along
R-2020-0684-ESM-Officer Report 0684.pdf:48:land-based piling activities, direct loss/alteration of habitat and food resources
R-2020-0684-ESM-Officer Report 0684.pdf:48:estuary. Under water noise levels have been predicted for the piling activities
R-2020-0684-ESM-Officer Report 0684.pdf:48:would be no effect on migration; however, even if piling takes place during the
R-2020-0684-ESM-Officer Report 0684.pdf:48:majority of the time. The impact of underwater noise of piling activities is
R-2020-0684-ESM-Officer Report 0684.pdf:65:The statement states that construction works including piling operations will
R-2020-0684-ESM-Officer Report 0684.pdf:65:The model calculation (sound plan) assumes that all piling activities will be
R-2020-0684-ESM-Officer Report 0684.pdf:65:The working hours for all piling operations activities wherever possible on this
R-2020-0684-ESM-Officer Report 0684.pdf:96: designated sites, including noise shrouds on piling rigs, and dredging
R-2020-0684-ESM-Officer Report 0684.pdf:101:9. Prior to the commencement of piling works, a Piling Risk Assessment
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf:26:over an estimated 40 minutes per day (assuming ten minutes of impact piling per rig for four piling rigs) and
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf:27:employment of shrouding around the piling rigs during construction works), the predicted noise levels at the
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:impulsive piling noises, including non-flight responses such as head turning, scanning and movement away
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_29. Habitats Regulations Assessment.pdf:32:compounded on an estuary wide scale. However, with the use of shrouding on piling rigs during the
R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf:10:outside the estuary but could delay or prevent fish The potential risk associated with piling on land and the potential for underwater noise is
R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf:10:estuary underwater noise into the river from the piling activities and the potential impacts on
R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf:17: There is the potential for earthworks and piling activities to disturb pre-existing contamination which may be
R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf:18: phase of the new quay which includes piling, has the potential to increase the release
R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf:18: There is the potential for earthworks and piling activities to disturb pre-existing
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:7:quay effects in relation to WFD mitigation therefore there would be require piling on land.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:21: It is proposed that all piling works will be undertaken using land-based
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:22:Piling has the potential to create preferential pathways allowing contaminant migration to the Secondary B
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:22:Mudstone Group. Piling also has the potential to physically drag down contaminants from the overlying
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:22:A pre-construction piling risk assessment and hydrogeological risk assessment would be undertaken prior
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:23: • The combined effect of piling and riverbank excavation on the groundwater body (potentially
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:23: • The combined effect of dredging and effects associated with piling and riverbank excavation on
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:23:The effects associated with soil excavation and piling on groundwater will be managed via appropriate
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:23:remediation, in addition, to the undertaking of a piling risk assessment. As a result, the combined effect is
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:28:and Redcar Mudstone Groundwater body by creation of pathways via excavation or piling for example,
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:28:would require site characterisation and remediation/ mitigation (such as piling risk assessments to be
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_28. Water Framework Directive compliance assessment.pdf:28:Effects associated with construction of the proposed new quay are due to the need for excavation and piling
R-2020-0684-ESM-Appendix 3_Scoping consultation.pdf:8: 3.3. The MMO is satisfied that the piling activity identified in the report will not require a
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:30:study area is likely to arise from impulsive sources, such as impact piling works. As reported in Section
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:30:3.9, piling will be undertaken (non-continuously) over a period of approximately 15 months (seven months
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:30:for Phase 1 and eight months for Phase 2), with downtime during transportation of piling rigs from one
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:30:location to the next. Assuming the use of four rigs and ten minutes of impact piling activity per rig per day,
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:30:there would be up to 40 minutes of piling activity per day during that period.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:31:Mudflat, the impulsive noise levels associated with the piling works indicated in Table 12.19 range between
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:31:piling works).
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:31:proposed piling activities is considered to be high, such that the waterbirds present may exhibit behavioural
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:31:For the purposes of the assessment, and on a precautionary basis, it has been assumed that the piling
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:31:As such, under a worst-case scenario of 40 minutes of impact piling noise per day, at low tide, the magnitude
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:31:percussive piling at Conoco-Phillips (approximately 270m away)). On all four of the monitoring visits
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:31:(undertaken at the start and during the piling), there was no evident disturbance to the birds, with continued
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:31:feeding at Seal Sands. At the nearest point, the piling in the proposed scheme is similarly distant (260-
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:31:would have a reasonably low sensitivity to piling disturbances at this kind of distance, therefore similar
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:32:noise reduction shrouding will be employed for the piling rigs, the use of which will (based on research)
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:32:Table 12.20 Predicted airborne noise levels at ecological receptors with shrouding on piling rigs
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:32:historic evidence that waterbird species in the Tees estuary may have some degree of tolerance to piling
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_12. Marine and coastal ornithology.pdf:35:as a result of dredging activities and residual noise from land-based piling works. The assessment
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:29: • vertical migration through the creation of preferential pathways via piling; and,
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:31: piling. Strategy for the neighbouring site indicates that
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:33: piling.
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:34: piling.
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:35: piling.
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:36: piling. B Aquifer (Mercia
R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:36: piling.
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: • steel required for piling – delivered using up to six vessels in Phase 1 and six vessels in
R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf:24:5.18 As piling is to take place on land and out of water, underwater noise levels will be below those
R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf:26: proposed piling works. Following the implementation of mitigation measures, including
R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf:26: shrouding on the piling rigs, noise levels at the North Tees Mudflat, Vopak Foreshore and other
R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf:26: only a minor adverse impact is predicted. A review of potential impacts from land-based piling
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:6:assumed that all piling works will be undertaken using land-based plant, with a safety / workboat proposed
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:6:to support any activities following the removal of material in front of the quay. The number of piling rigs to
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:6:it is envisaged that up to four piling rigs would be working at the same time.
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:7:Table 3.1 Assessed piling requirements
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:7: • steel required for piling – delivered using up to six vessels in Phase 1 and six vessels in Phase 2
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:11:It should be noted that piling would not be continuous through the full construction phase for the quay. There
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:11:would be periods of downtime associated with transport of the piling rig(s) to the next location to undertake
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:11:works. Piling across the two phases of work is predicted to take approximately 15 months in total (seven
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:13: o Piling rigs (land-based plant)
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:Piling within the river channel would result in the creation of underwater noise disturbance to fish, marine
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_16. Archaeology and cultural heritage.pdf:4: any deep excavations (including piling) carried out as part of construction should be
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_10. Marine mammals.pdf:1:The proposed new quay (and all piling works required to construct the quay) would be on land. Therefore,
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_10. Marine mammals.pdf:3: NOAA (NMFS, 2018) guidance. underwater noise (note, piling would be conducted
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_10. Marine mammals.pdf:23:As piling for the proposed new quay is to be undertaken on land, it is concluded that risks to marine
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:19:stockpiling of soils and materials. There will be constant and varied vehicular movements and on-site
R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:19:activity. Construction phases will require the use of relatively tall plant including cranes, piling rigs and a
R-2020-0684-ESM-PN 0684.pdf:1:The statement states that construction works including piling operations will not have
R-2020-0684-ESM-PN 0684.pdf:1:The model calculation (sound plan) assumes that all piling activities will be
R-2020-0684-ESM-PN 0684.pdf:1: The working hours for all piling operations activities wherever possible on this site
R-2020-0684-ESM-336521 R_2020_0684_ESM - Demolition of existing quay, capital dredge and development of new quay at South Bank Wharf, Grangetown, Redcar - Phase 1.pdf:2: shrouds on piling rigs, and dredging follow the route of the river, rather than crossing it, to
R-2020-0684-ESM-RCBC scoping opinion.pdf:9:the applicant in compiling the required information.
R-2020-0684-ESM-RCBC scoping opinion.pdf:17:7. Guidance with specific reference to the potential impacts of piling on archaeological assets
R-2020-0684-ESM-RCBC scoping opinion.pdf:17:(although not particularly on piling in marine environments) can be found in the Historic
R-2020-0684-ESM-RCBC scoping opinion.pdf:17:England publication Piling and Archaeology: Guidance and Good Practice (March 2019).
R-2021-0405-FFM-0405.pdf:2:• Quay wall contractor carries out piling and associated works and completes filling of
R-2021-0405-FFM-OFFICER REPORT.pdf:7:• Quay wall contractor carries out piling and associated works and completes
R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:24:4.3.8.3 Segregation and Stockpiling
R-2021-0268-CD-Decision Notice.pdf:5: iv Archaeological monitoring of deep excavations and piling in any areas
R-2021-0268-CD-Decision Notice.pdf:7: phasing plan agreed through discharge of condition 4, a Piling Risk
R-2021-0268-CD-Decision Notice.pdf:7: required so that the final details of piling are agreed in advance of this early
R-2022-0526-CD-R 2020 0357 OOM Decision Notice.pdf:5: iv Archaeological monitoring of deep excavations and piling in any areas
R-2022-0526-CD-R 2020 0357 OOM Decision Notice.pdf:7: phasing plan agreed through discharge of condition 4, a Piling Risk
R-2022-0526-CD-R 2020 0357 OOM Decision Notice.pdf:7: required so that the final details of piling are agreed in advance of this early
R-2020-0539-PND-South Bank Wharf Riverside Buildings Demolition V1.1 reviewed.PDF:4:site was previously used to provide materials stockpiling and sorting for the former Cleveland
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:9:The following sources of information have been used in compiling this report:
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:22:works (e.g. excavation, piling etc.) which are carried out on site.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:120:and concrete walls, or sheet-piling that is used to prevent or control the extent of flooding.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:340: Piling
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:352: Piling
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:353: Piling
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:354: and piling especially. However, any ferrous metal/red brick contamination in made ground/old foundations may affect
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf:354: Sampling, Piling magnetometer or MagCone techniques) is strongly recommended. Such a survey
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:7:The following sources of information have been used in compiling this report:
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:19:works (e.g. excavation, piling etc.) which are carried out on site.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:102:and concrete walls, or sheet-piling that is used to prevent or control the extent of flooding.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:322: Piling
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:334: Piling
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:335: Piling
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:336: and piling especially. However, any ferrous metal/red brick contamination in made ground/old foundations may affect
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-01-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf:336: Sampling, Piling magnetometer or MagCone techniques) is strongly recommended. Such a survey
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:7: a piling risk assessment would potentially be required.
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:34: through the Glacial Till and Glaciolacustrine Deposits; a piling risk assessment may be required to inform
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:67: through the Glacial Till and Glaciolacustrine Deposits; a piling risk assessment may be required to inform
R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:28:4.3.6.3 Segregation and Stockpiling
R-2022-0435-CD-INCA2022-12 HRA - SeAH South Bank Rev 1.pdf:7:industrial uses around the Tees, in terms of its scale and its visual and noise effects. Piling activity for
R-2019-0331-SCP-Archaeological Advice R-2019-0331-SCP South Bank Wharf _.pdf:1:7. Guidance with specific reference to the potential impacts of piling on archaeological assets
R-2019-0331-SCP-Archaeological Advice R-2019-0331-SCP South Bank Wharf _.pdf:1:(although not particularly on piling in marine environments) can be found in the Historic England
R-2019-0331-SCP-Archaeological Advice R-2019-0331-SCP South Bank Wharf _.pdf:1:publication Piling and Archaeology: Guidance and Good Practice (March 2019).
R-2019-0331-SCP-284160 R_2019_0331_SCP - EIA Scoping, South Bank Wharf Redevelopment, South Bank, Middlesbrough.pdf:2: the applicant in compiling the required information.
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-Officer Letter_R20190331SCP.pdf:9:the applicant in compiling the required information.
R-2019-0331-SCP-Officer Letter_R20190331SCP.pdf:17:7. Guidance with specific reference to the potential impacts of piling on archaeological assets
R-2019-0331-SCP-Officer Letter_R20190331SCP.pdf:17:(although not particularly on piling in marine environments) can be found in the Historic
R-2019-0331-SCP-Officer Letter_R20190331SCP.pdf:17:England publication Piling and Archaeology: Guidance and Good Practice (March 2019).
R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF:14: crushing. During the stockpiling the excavator will remove any
R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF:17:transport off site by others at a later date. The stockpiling shall be orderly, safe and in a location of hardscaping for ease of collection by others.
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:28: Hydration of slag will require stockpiling of material on the medium term;
R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:33:7.3.5.2 Segregation and Stockpiling
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:13:land to the north-east are currently used for material storage and stockpiling in addition to an operational
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:20: wells and tanks have been removed with the general area now being used for stockpiling of materials. Eston
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:23: stockpiling of materials.
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:24: tanks, gas holdings, coal and materials stockpiling facilities, waste disposal facilities/refuse heap, material conveyor belts and
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:24: Infrastructure such as coal and materials stockpiling facilities, waste disposal facilities/refuse heap, material conveyor belts and
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:58: stockpiling facilities (West).
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:58: substations, refuse heaps and material stockpiling facilities (immediately adjacent).
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:58: cranes, pipelines, tanks, substations, refuse heaps and material stockpiling facilities (East, south-east).
R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:97:It should be noted that the risk associated with the construction of foundation solutions, notably piling, will
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:Dust may be generated during excavation, haulage, backfilling and soil stockpiling, particularly during
R-2022-0343-ESM-Officer report 0343.pdf:10:Piling Methodology (Condition 21) Lighting Strategy (Condition 22) and Post
R-2022-0343-ESM-ARCHAEOLOGIST.pdf:4: iv Archaeological monitoring of deep excavations and piling in any areas indicated by the
R-2020-0411-FFM-Decision 0411.pdf:6: writing, the following is required in respect to piling:
R-2020-0411-FFM-Decision 0411.pdf:6: percussive piling shall take place for 3 hours following low water to allow
R-2020-0411-FFM-Decision 0411.pdf:6: • During the month of May, in any given year, no percussive piling
R-2020-0411-FFM-Decision 0411.pdf:6: shall take place. If this is impossible, then no piling of any type should take
R-2020-0411-FFM-Decision 0411.pdf:6: Reason: The act of piling has the potential to affects runs of migratory fish. It
R-2020-0411-FFM-Decision 0411.pdf:6: disturbance which can be transmitted through the water column. Piling work
R-2020-0411-FFM-Decision 0411.pdf:6: (a) construction noise and vibration management including piling
R-2020-0411-FFM-Appendix 1.1 Information Required with an ES.pdf:5: lack of knowledge) encountered compiling the required information and the main uncertainties
R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:1: • identifies any assumptions and limitations encountered in compiling the environmental
R-2020-0411-FFM-Chapter 9 Geology Hydrogeology and Contamination.pdf:15:9.5.11 Some foundation works, piling works and deep earthworks have the potential to generate
R-2020-0411-FFM-SEC8563 Redcar EfW Outfall Pipe Phase 1 Note_Final_20.10.29(1).pdf:2:RPS Group Limited has used reasonable skill, care and diligence in compiling this report and no warranty is provided as
R-2020-0411-FFM-EA R_2020_0411_FFM v2 10 November 2020 OFFICIAL .pdf:2:piling:
R-2020-0411-FFM-EA R_2020_0411_FFM v2 10 November 2020 OFFICIAL .pdf:2: Between the 1 March and 30 November, in any given year, no percussive piling
R-2020-0411-FFM-EA R_2020_0411_FFM v2 10 November 2020 OFFICIAL .pdf:3: During the month of May, in any given year, no percussive piling shall take place.
R-2020-0411-FFM-EA R_2020_0411_FFM v2 10 November 2020 OFFICIAL .pdf:3: If this is impossible, then no piling of any type should take place for the first 5-
R-2020-0411-FFM-EA R_2020_0411_FFM v2 10 November 2020 OFFICIAL .pdf:3:The act of piling has the potential to affects runs of migratory fish. It has been established
R-2020-0411-FFM-EA R_2020_0411_FFM v2 10 November 2020 OFFICIAL .pdf:3:through the water column. Piling work is likely to cause this type of noise disturbance that
R-2020-0411-FFM-Appendix 8.3 WFD.pdf:13: no marine dredging or piling activities are proposed
R-2020-0411-FFM-325067 R_2020_0411_FFM - Proposed Redcar Energy Centre, Land at Redcar Bulk Terminal, Redcar.pdf:1: • Continuous Flight Auger piling should be used wherever possible to minimise the potential
R-2020-0411-FFM-325067 R_2020_0411_FFM - Proposed Redcar Energy Centre, Land at Redcar Bulk Terminal, Redcar.pdf:2:some degree. However, the modelling shows that impact piling will result in noise levels in excess of
R-2020-0411-FFM-325067 R_2020_0411_FFM - Proposed Redcar Energy Centre, Land at Redcar Bulk Terminal, Redcar.pdf:2:piling is used as the preferred piling method due to the lower noise levels resulting from this
R-2020-0411-FFM-Chapter 12 Noise and Vibration.pdf:1: • identifies any assumptions and limitations encountered in compiling the environmental
R-2020-0411-FFM-Chapter 12 Noise and Vibration.pdf:10: works at Saltend on the Humber estuary and the effects of piling noise on estuarine birds etc.
R-2020-0411-FFM-Chapter 12 Noise and Vibration.pdf:10: Movement out of zone but remaining on site >851 Piling (impulsive)
R-2020-0411-FFM-Chapter 12 Noise and Vibration.pdf:10: Medium Movement within zone 70 to 851 Piling (impulsive)
R-2020-0411-FFM-Chapter 12 Noise and Vibration.pdf:10: Low <701 Piling (impulsive)
R-2020-0411-FFM-Chapter 12 Noise and Vibration.pdf:14: adverse effects would be most likely, i.e. piling, a 3-D noise model has been built using
R-2020-0411-FFM-Chapter 12 Noise and Vibration.pdf:14:12.4.3 Two piling scenarios have been modelled, one for impact piling and one for ‘continuous flight
R-2020-0411-FFM-Chapter 12 Noise and Vibration.pdf:14: auger’ (CFA) piling. Both scenarios have included piling noise sources modelled as point sources
R-2020-0411-FFM-Chapter 12 Noise and Vibration.pdf:14: at 12.5 m above ground level (AGL), located on the REC site closest to where piling would be
R-2020-0411-FFM-Chapter 12 Noise and Vibration.pdf:14: undertaken to the ecologically significant sites (this is approximately the centre of the site, no piling
R-2020-0411-FFM-Chapter 12 Noise and Vibration.pdf:14: is proposed along the site boundary). Impact piling and CFA piling sources have been modelled
R-2020-0411-FFM-Chapter 12 Noise and Vibration.pdf:14:12.4.4 The piling source term has been based on data obtained by RPS during attended measurements
R-2020-0411-FFM-Chapter 12 Noise and Vibration.pdf:14: when piling was undertaken at the Port of Dover. Similar piling source term data is included with
R-2020-0411-FFM-Chapter 12 Noise and Vibration.pdf:14: important ecological site and with the piling activity likely generating lower levels of noise.
R-2020-0411-FFM-Chapter 12 Noise and Vibration.pdf:14:12.4.7 The results of the modelling for the two piling scenarios, in terms of a graphical presentation of
R-2020-0411-FFM-Chapter 12 Noise and Vibration.pdf:14: noise levels, are provided as Figure 12.1 and Figure 12.2 for impact and CFA piling respectively.
R-2020-0411-FFM-Chapter 12 Noise and Vibration.pdf:14: (LAeq) for impact and CFA piling respectively (impact piling would be irregular noise, CFA steady
R-2020-0411-FFM-Chapter 12 Noise and Vibration.pdf:14: Coast SPA and Ramsar are 60-70 dB LAFmax and 35-50 dB LAeq,T, for impact and CFA piling
R-2020-0411-FFM-Chapter 12 Noise and Vibration.pdf:14: 12.2.37 well below these levels. It is likely that a contractor would prefer the option of impact piling,
R-2020-0411-FFM-Chapter 12 Noise and Vibration.pdf:14: with impact and CFA piling would be of low and negligible magnitude respectively, with the
R-2020-0411-FFM-Chapter 12 Noise and Vibration.pdf:15:12.4.15 In addition to the construction BPM to mitigate noise emissions, a method statement for the piling
R-2020-0411-FFM-Chapter 12 Noise and Vibration.pdf:15: impact piling.
R-2020-0411-FFM-Chapter 12 Noise and Vibration.pdf:18: during the construction phase, i.e. impact piling noise levels would be similar to noise levels from
R-2020-0411-FFM-Chapter 12 Noise and Vibration.pdf:20:12.9.5 Furthermore, a method statement for the piling activity would be agreed with Natural England prior
R-2020-0411-FFM-Chapter 12 Noise and Vibration.pdf:21:Teesmouth and High Disturbance from Piling sheath to Low Minor adverse Not significant
R-2020-0411-FFM-Chapter 12 Noise and Vibration.pdf:21:Cleveland SPA and constructions activities reduce impact piling
R-2020-0411-FFM-Chapter 2 Project Description.pdf:19: Phase 1 Civils Site clearance, site set up, ground works (piling, cut and fill etc).
R-2020-0411-FFM-Chapter 2 Project Description.pdf:20: • piling rig(s).
R-2020-0411-FFM-Chapter 2 Project Description.pdf:20: piling) for Infrastructure and buildings.
R-2020-0411-FFM-Chapter 2 Project Description.pdf:21: and substantial piling to support the key items of process equipment. A key element of the civil
R-2020-0411-FFM-Chapter 2 Project Description.pdf:23: A method statement for the piling activity would be agreed with Natural England
R-2020-0411-FFM-Non Technical Summary.pdf:9: piling) for Infrastructure and buildings. The existing corrugated buildings would be demolished, and
R-2020-0411-FFM-Non Technical Summary.pdf:9:2.2.39 The proposed development would use standard construction methods (including piling) for
R-2020-0411-FFM-Non Technical Summary.pdf:22:5.7.6 Noise from construction activity, including impact piling (if undertaken), would result in, at worst, a
R-2020-0411-FFM-Chapter 8 Hydrology and Flood Risk.pdf:20: piling and bunker excavation associated with the proposed development would change the natural
R-2020-0411-FFM-Redcar Volume 2 Front Cover.pdf:2: Figure 12.1: Impact Piling Noise Levels
R-2020-0411-FFM-Redcar Volume 2 Front Cover.pdf:2: Figure 12.2: CFA Piling Noise Levels
R-2020-0411-FFM-Redcar Volume 2 Front Cover.pdf:2:Figure 7a: Noise Modelling (Construction phase impact piling)
R-2020-0411-FFM-Redcar Volume 2 Front Cover.pdf:2:Figure 7b: Noise Modelling (CFA piling)
R-2020-0411-FFM-Chapter 4 - EIA Methodology.pdf:7: there were any difficulties encountered in compiling the information required.
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:29: Civils Site clearance, site set up, ground works (piling, cut and fill etc).
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:31: • piling rig(s).
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:31: piling) for Infrastructure and buildings.
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:32: and substantial piling to support the key items of process equipment. A key element of the civil
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:75: • during construction from temporary noise disturbance during piling, temporary visual
R-2020-0411-FFM-11366_REC Planning Statement_S_AS.pdf:92:6.9.10 The ES recognises that some foundation works, piling works and deep earthworks have the
R-2020-0411-FFM-Appendix 11.3 - Detailed Construction Phase Dust Assessment Methodology.pdf:3:Construction - total building volume over 100,000 m3, activities include piling, on-site concrete
R-2020-0411-FFM-Appendix 11.3 - Detailed Construction Phase Dust Assessment Methodology.pdf:3:materials with high potential for dust release (e.g. concrete), activities include piling, on-site
R-2020-0411-FFM-Appendix 4.1 Redcar Energy Centre Scoping Report and Scoping Opinion.pdf:3:in compiling this report and no warranty is provided as to the report’s accuracy. No part of this report may be copied or
R-2020-0411-FFM-Appendix 4.1 Redcar Energy Centre Scoping Report and Scoping Opinion.pdf:11: piling) for Infrastructure and buildings. The existing buildings will be demolished and a new
R-2020-0411-FFM-Appendix 4.1 Redcar Energy Centre Scoping Report and Scoping Opinion.pdf:14: deficiencies or lack of knowledge) encountered compiling the required information and the
R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:19: Harbour seals water works proposed and the piling and
R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:23:7.5.2 The construction of the REC would generate noise during the 32-month schedule. Piling would
R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:23:7.5.3 The exact method of piling at the time of writing is unknown and depending on which method is
R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:23: considers noise levels from impact piling and Continuous Flight Auger (CFA) piling. Noise levels
R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:23: and the potential for disturbance is greater from impact piling.
R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:23: Saltend Cogeneration Company into the effects of piling noise from different techniques on
R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:23: Power Station. The report states that despite consistent periods of piling activity on the pump
R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:23: of piling and during visits in February and March, the numbers and distribution of birds on the
R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:23: mudflats at low tide were similar during periods of piling and periods without piling. The report
R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:23: disturbance effects and that any disturbance caused by piling activity could have been attributed to
R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:24: 2 Behavioural changes (alarm Moderate Equal to or below 70 Piling noise
R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:24: 3 Movement within zone Moderate to high Above 70 Piling noise
R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:24: 4 Movement out of zone but High Above 85 Piling noise
R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:24:7.5.9 Based on the IECS noise criteria detailed in Table 7.5 above, for impact piling a large part of the
R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:24:7.5.10 Birds displaced from the nearshore habitat temporarily during impact piling are considered to have
R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:24: displaced birds during impact piling works. As noted in the IECS (2009) report there is a clear in-
R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:24:7.5.11 Therefore, impact piling would have a low magnitude of impact on the high sensitivity Teesmouth
R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:24: conditions reducing the ability to forage (Cutts et al., 2013). Therefore, should impact piling be
R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:24: impact piling was to be undertaken during the non-breeding season in the absence of specific
R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:24:7.5.12 In contrast to impact piling, CFA piling generates significantly less noise. At the nearest IEF, the
R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:24: no impact based on the IECS criteria. Therefore, if this piling technique is used it would result in a
R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:26:7.5.24 If impact piling is to be undertaken in the non-breeding season, there would be a potential
R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:26: requirement to use a soft-start technique on the commencement of piling each day or after a
R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:26: pause in piling throughout the day. This would give the birds opportunity to adapt to the temporary
R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:26: additional noise disturbance. A method statement would be prepared for the piling works setting
R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:26: out how the piling would be undertaken and the mitigation measures (e.g. soft-start techniques)
R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:33: Piling sheath to reduce impact piling noise if work is
R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:33: (impact piling)
R-2020-0411-FFM-Chapter 7 Ecology and Ornithology.pdf:33:Teesmouth and Cleveland (CFA piling)
R-2020-0411-FFM-411 nuisance.pdf:1:The main concern within the assessment is ecology and mainly to do with piling and
R-2020-0411-FFM-Chapter 10 Transport.pdf:14: piling) for Infrastructure and buildings. The existing corrugated buildings would be demolished, and
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:2:used reasonable skill, care and diligence in compiling this report and no warranty is provided as to the
R-2020-0411-FFM-Appendix 9.1 Preliminary Phase 1 Risk Assessment.pdf:99:and concrete walls, or sheet-piling that is used to prevent or control the extent of flooding.
R-2020-0411-FFM-EA R_2020_0411_FFM 24 September 2020 OFFICIAL.pdf:3:piling:
R-2020-0411-FFM-EA R_2020_0411_FFM 24 September 2020 OFFICIAL.pdf:3: Between the 1 March and 30 November, in any given year, no percussive piling
R-2020-0411-FFM-EA R_2020_0411_FFM 24 September 2020 OFFICIAL.pdf:3: During the month of May, in any given year, no percussive piling shall take place.
R-2020-0411-FFM-EA R_2020_0411_FFM 24 September 2020 OFFICIAL.pdf:3: If this is impossible, then no piling of any type should take place for the first 5-
R-2020-0411-FFM-EA R_2020_0411_FFM 24 September 2020 OFFICIAL.pdf:3:The act of piling has the potential to affects runs of migratory fish. It has been established
R-2020-0411-FFM-EA R_2020_0411_FFM 24 September 2020 OFFICIAL.pdf:3:through the water column. Piling work is likely to cause this type of noise disturbance that
R-2020-0411-FFM-Chapter 6 Landscape and Visual Impact.pdf:27: back hoe loaders, cement mixer truck, telescopic handlers, cranes and piling rig(s).
R-2022-0176-CD-2015-10 Section 36 Consent (Conditions) (12).pdf:8:(14) No impact piling approved shall take place on the Site on any
R-2022-0587-CD-R 2020 0684 ESM DECISION NOTICE.pdf:5:9. Prior to the commencement of piling works, a Piling Risk Assessment shall
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:5: BE EN 1993-5 Eurocode 3: Design of steel structures - Part 5: Piling*
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:5: EN 1993-5 Eurocode 3: Design of steel structures: Piling*
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:23: BE EN 1993-5 Eurocode 3: Design of steel structures - Part 5: Piling*
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:23: EN 1993-5 Eurocode 3: Design of steel structures: Piling*
R-2022-0587-CD-SBQ1-DCL-CIV-SBKXX-CA-CE-000006 (1).pdf:24: - ArcelorMittal Piling Handbook 9th Edition
R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:25:4.3.6.3 Segregation and Stockpiling
R-2023-0179-SCP-424840_HyGreen_Redcar_EIA_Scoping_NEresponse_28.3.23.pdf:2: the applicant in compiling the required information
R-2023-0179-SCP-SCOPING OPINION DECISION.pdf:8:applicant in compiling the required information
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:36: 8 A piling risk assessment is to be prepared for each phase of development ; and
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:40: approved outline remediation strategy, further investigation, a piling risk assessment and best
R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:41: be included in piling risk assessment should piles be proposed.
R-2020-0819-ESM-Network Rail 819.pdf:3:to a minimum prior notice period for booking of 20 weeks. Generally if excavations/piling/buildings are to be
R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter E - Noise & Vibration - Dec 2020.PDF:10:case approach. We are proposing to use piling rig sound sources with the highest noise levels (taken from
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:7: A Piling Risk Assessment is to be prepared for each Piling Risk Assessment secured Applicant and
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:9: probability of noise and vibration from any Piling Risk Contractor
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:9: piling or compaction activities and Assessment
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:12: need to be included in the piling risk
R-2020-0819-ESM-Dorman Point - Planning Statement - Dec 2020.pdf:19: implemented as each development plot comes forward. It is anticipated that piling will be
R-2020-0819-ESM-Dorman Point - Planning Statement - Dec 2020.pdf:44: calculated by considering the source noise levels from a hydraulic hammer (impact piling) that
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter K - Below Ground Heritage - Dec 2020.PDF:13: of proposed development processes such as piling and topsoil stripping.
R-2020-0819-ESM-EP NUI.pdf:2: Wherever possible construction piling activities shall be carried out during
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter B -Site Description and Scheme Proposals - Dec 2020.PDF:30: piling. Because of current ground conditions at the site, work is ongoing to understand the
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter B -Site Description and Scheme Proposals - Dec 2020.PDF:30: appropriate type of piling and a piling risk assessment will be undertaken prior to cons truction
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter B -Site Description and Scheme Proposals - Dec 2020.PDF:31: including stockpiling are located away from receptors, as far as is possible;
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter B -Site Description and Scheme Proposals - Dec 2020.PDF:37: 9 A piling risk assessment is to be prepared for each phase of development;
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:39: 3 For any piling works, a piling risk assessment will be undertaken.
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:50:G7.8 During future piling activities associated with construction of the proposed development,
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter G - Water Management and Flooding - Dec 2020.PDF:51: relevant EA guidance and a piling risk assessment for the site.
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter E - Noise & Vibration - Dec 2020.PDF:10: and their occupants. The principal concern is generally vibration due to piling and from the use
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter E - Noise & Vibration - Dec 2020.PDF:10: of vibratory compaction plant for construction of roads and hard standings. For piling, the risk
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter E - Noise & Vibration - Dec 2020.PDF:10: of causing a significant adverse effect depends on the piling method, the ground conditions and
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter E - Noise & Vibration - Dec 2020.PDF:10: based on the assumption that hydraulic impact piling is considered as a reasonable worst-case
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter E - Noise & Vibration - Dec 2020.PDF:16: • Using hydraulic piling (which would only be appropriate if it constitutes the BPM of
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter E - Noise & Vibration - Dec 2020.PDF:16: • A piling rig operating at each proposed building at the same time and at the closest possible
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter E - Noise & Vibration - Dec 2020.PDF:16: • 20 % of on-time assumed for the piling rig and a source height assumed to be 4m above
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter E - Noise & Vibration - Dec 2020.PDF:16: support the piling, such as a crane and delivery vehicles. The highest noise would be generated
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter E - Noise & Vibration - Dec 2020.PDF:16: from the piling rig itself and therefore, in this assessment, noise from other construction plant
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter E - Noise & Vibration - Dec 2020.PDF:25: calculated by considering the source noise levels from a hydraulic hammer (impact piling) that
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter E - Noise & Vibration - Dec 2020.PDF:25:E5.10 The assumed sound source levels for the piling are shown in Table E5.1.
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter E - Noise & Vibration - Dec 2020.PDF:25: Table E5.1: Noise level data used for hydraulic hammer (impact piling) prediction (BS5228-1 Table C.3-3)
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter E - Noise & Vibration - Dec 2020.PDF:25: (impact piling)
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter E - Noise & Vibration - Dec 2020.PDF:32: and vibration from any piling or compaction activities and construction traffic should be carried
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter E - Noise & Vibration - Dec 2020.PDF:34: construction works (impact piling works assumed, as a reasonable worst-case scenario) shows
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter E - Noise & Vibration - Dec 2020.PDF:34: shop) activities, any piling or
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter E - Noise & Vibration - Dec 2020.PDF:34: piling works. activities and
R-2020-0819-ESM-Dorman Point ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:14: result of the proposed development (including impact piling, which has been assumed as a
R-2020-0819-ESM-Dorman Point ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:14: the probability of noise and vibration from any piling or compaction activities should be carried
R-2020-0819-ESM-Dorman Point ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:17: 3 For any piling works, a piling risk assessment will be undertaken; and
R-2020-0819-ESM-Dorman Point ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:19: resolve any current data gaps), piling risk assessment and hazardous and non-hazardous waste
R-2020-0819-ESM-Dorman Point ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:28: of the Framework CEMP (see paragraph 3.11); and a Site Waste Management Plan, a Piling
R-2020-0819-ESM-Dorman Point ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:28: from piling, a Drainage Strategy, an extended or new Remediation Strategy, a detailed
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter M - Waste and Materials Management - Dec 2020(1).PDF:12: ii Ground preparation for machinery/ equipment (including piling)
R-2020-0819-ESM-Decision Notice 0819.pdf:6:18. Prior to the commencement of any piling activity, a Piling Risk Assessment
R-2020-0819-ESM-Decision Notice 0819.pdf:6: be implemented throughout the piling phase of the development, unless
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:33: calculated by considering the source noise levels from a hydraulic hammer (impact piling)
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:33: that the piling works would be carried out at all five sites simultaneously, which is the
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:33: foreseeable worst-case. The assumptions on the piling works can be found as follows:
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:33:N5.14 The predicted cumulative construction noise levels for piling work and identification of potential
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:35:N5.17 The predicted cumulative construction noise levels for piling work and identification of potential
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:37:N5.22 It should be noted that this cumulative assessment assumes that piling works would be
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:48: stockpiling and construction hoarding. The potential for cumulative effects will be dependent on
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:52: calculated by considering the source noise levels from a hydraulic hammer (impact piling)
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:53: R/2019/0767/OOM) assumed the hydraulic hammer piling method would be used as
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:53: piling technique (0.9m hammer drop - 300kgm/blow) 2. The noise and vibration chapter
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:53: indicates that the predicted construction noise emission levels from piling works at
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:53: • Land at Wilton International Complex (Ref.: R/2018/0139/VC) 3 assumes augured piling
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:53: rigs with 100% on-time. The predicted piling noise emission levels at the nearest residential
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:53:N5.114 The predicted cumulative construction noise levels for piling work and identification of potential
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:55:N5.120 The predicted cumulative construction noise levels for piling work and identification of potential
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter N - Cumulative and Residual Effects - Dec 2020.PDF:56:N5.124 It should be noted that this cumulative assessment is based on a scenario that piling works
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter A - Introduction and Background - Dec 2020.PDF:25: deficiencies or lack of knowledge) encountered compiling the
R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter A - Introduction and Background - Dec 2020.PDF:30: the ES, the difficulties in compiling information and testing impacts or the assumptions that
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:12: ii Ground preparation for machinery/ equipment (including piling)
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:34: calculated by considering the source noise levels from a hydraulic hammer (impact piling)
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:34: that the piling works would be carried out at all five sites simultaneously, which is the
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:34: foreseeable worst-case. The assumptions on the piling works can be found as follows:
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:35:N5.14 The predicted cumulative construction noise levels for piling work and identification of potential
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:37:N5.17 The predicted cumulative construction noise levels for piling work and identification of potential
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:38:N5.21 It should be noted that this cumulative assessment assumes that piling works would be
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:50: stockpiling and construction hoarding. The potential for cumulative effects will be dependent on
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:54: calculated by considering the source noise levels from a hydraulic hammer (impact piling)
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:55: R/2019/0767/OOM) assumed the hydraulic hammer piling method would be used as
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:55: piling technique (0.9m hammer drop - 300kgm/blow) 2. The noise and vibration chapter
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:55: indicates that the predicted construction noise emission levels from piling works at
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:55: • Land at Wilton International Complex (Ref.: R/2018/0139/VC) 3 assumes augured piling
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:55: rigs with 100% on-time. The predicted piling noise emission levels at the nearest residential
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:55:N5.113 The predicted cumulative construction noise levels for piling work and identification of potential
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:57:N5.119 The predicted cumulative construction noise levels for piling work and identification of potential
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter N - Cumulative Effects - Dec 2020.PDF:58:N5.123 It should be noted that this cumulative assessment is based on a scenario that piling works
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:43: 4 For any piling works, a piling risk assessment will be undertaken.
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:55: excavation or piling.
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:58:G7.14 During future piling activities associated with construction of the proposed development,
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter G - Water - Dec 2020.PDF:58: relevant EA guidance and a piling risk assessment for the site.
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:16: has recently been prepared for stockpiling of mudstone.
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:24: risk for piling or deep foundation installation.
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:31: 8 A piling risk assessment is to be prepared for each phase of development;
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter H - Ground Conditions - Dec 2020.PDF:34:H6.1 Embedded mitigation is detailed in H5.1 above which includes further investigation, a piling risk
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter E - Noise & Vibration - Dec 2020.PDF:10: and their occupants. The principal concern is generally vibration due to piling and from the use
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter E - Noise & Vibration - Dec 2020.PDF:10: of vibratory compaction plant for construction of roads and hard standings. For piling, the risk
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter E - Noise & Vibration - Dec 2020.PDF:10: of causing a significant adverse effect depends on the piling method, the ground conditions and
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter E - Noise & Vibration - Dec 2020.PDF:10: based on the assumption that hydraulic impact piling is considered as a reasonable worst-case
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter E - Noise & Vibration - Dec 2020.PDF:16: • Using hydraulic piling (which would only be appropriate if it constitutes the BPM of
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter E - Noise & Vibration - Dec 2020.PDF:16: • A piling rig operating at each proposed building at the same time and at the closest possible
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter E - Noise & Vibration - Dec 2020.PDF:16: • 20 % of on-time assumed for the piling rig and a source height assumed to be 4m above
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter E - Noise & Vibration - Dec 2020.PDF:16: support the piling, such as a crane and delivery vehicles. The highest noise would be generated
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter E - Noise & Vibration - Dec 2020.PDF:16: from the piling rig itself and therefore, in this assessment, noise from other construction plant
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter E - Noise & Vibration - Dec 2020.PDF:25: calculated by considering the source noise levels from a hydraulic hammer (impact piling) that
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter E - Noise & Vibration - Dec 2020.PDF:25:E5.10 The assumed sound source levels for the piling are shown in Table E5.1.
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter E - Noise & Vibration - Dec 2020.PDF:25: Table E5.1: Noise level data used for hydraulic hammer (impact piling) prediction (BS5228-1 Table C.3-3)
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter E - Noise & Vibration - Dec 2020.PDF:25: (impact piling)
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter E - Noise & Vibration - Dec 2020.PDF:32: noise and vibration from any piling or compaction activities and construction traffic should be
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter E - Noise & Vibration - Dec 2020.PDF:34: construction works (impact piling works assumed, as a reasonable worst-case scenario) shows
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter E - Noise & Vibration - Dec 2020.PDF:35: Long Acres 4 especially from any piling or
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter E - Noise & Vibration - Dec 2020.PDF:35: (Housing South of piling compaction
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:7: A Piling Risk Assessment is to be prepared for each Piling Risk Assessment Applicant and
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:9: Assessment to identify the probability of Piling Risk Principal
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter O - Mitigation and Monitoring - Dec 2020.PDF:9: noise and vibration from any piling or Assessment secured Contractor
R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:14: result of the proposed development (including impact piling, which has been assumed as a
R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:15: the probability of noise and vibration from any piling or compaction activities should be carried
R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:17: 4 For any piling works, a piling risk assessment will be undertaken.
R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:20: gas monitoring as required to resolve any current data gaps), piling risk assessment and
R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:29: onsite watercourse(s), a Reptile Mitigation Strategy, Site Waste Management Plan, a Piling
R-2020-0822-ESM-Long Acres ES - Vol 1 - Non Technical Summary - Dec 2020.pdf:29: from piling, a Drainage Strategy, a Construction Phase Groundwater Management Plan, a
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter K - Below Ground Heritage - Dec 2020(1).PDF:13: of proposed development processes such as piling and topsoil stripping.
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter B - Site and Scheme Description - Dec 2020.PDF:29: piling. Because of current ground conditions at the site, work is ongoing to understand the
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter B - Site and Scheme Description - Dec 2020.PDF:29: appropriate type of piling and a piling risk assessment will be undertaken prior to construction
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter B - Site and Scheme Description - Dec 2020.PDF:31: including stockpiling are located away from receptors, as far as is possible;
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter B - Site and Scheme Description - Dec 2020.PDF:36: 9 A piling risk assessment is to be prepared for each phase of development;
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter A - Intro and Background - Dec 2020.PDF:25: deficiencies or lack of knowledge) encountered compiling the
R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter A - Intro and Background - Dec 2020.PDF:30: the ES, the difficulties in compiling information and testing impacts or the assumptions that
R-2020-0822-ESM-Long Acres ES - Vol 3 - Chapter E - Noise & Vibration - Dec 2020.PDF:10:case approach. We are proposing to use piling rig sound sources with the highest noise levels (taken from
R-2020-0465-FFM-Metals Recovery Site HRA_Issue.PDF:36:impacts from piling works was undertaken. This assessment showed that the noise
R-2020-0465-FFM-Metals Recovery Site HRA_Issue.PDF:36:levels will be below 50dB(A) even during hydraulic piling.
R-2020-0465-FFM-Metals Recovery Site HRA_Issue.PDF:37:created from hydraulic piling. It is therefore considered unlikely that wintering
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:13:land to the north-east are currently used for material storage and stockpiling in addition to an operational
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:20: wells and tanks have been removed with the general area now being used for stockpiling of materials. Eston
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:23: stockpiling of materials.
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:24: tanks, gas holdings, coal and materials stockpiling facilities, waste disposal facilities/refuse heap, material conveyor belts and
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:24: Infrastructure such as coal and materials stockpiling facilities, waste disposal facilities/refuse heap, material conveyor belts and
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:58: stockpiling facilities (West).
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:58: substations, refuse heaps and material stockpiling facilities (immediately adjacent).
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:58: cranes, pipelines, tanks, substations, refuse heaps and material stockpiling facilities (East, south-east).
R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:97:It should be noted that the risk associated with the construction of foundation solutions, notably piling, will
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:Dust may be generated during excavation, haulage, backfilling and soil stockpiling, particularly during
R-2020-0465-FFM-Metals Recovery Site, South Bank, Redcar DBA.PDF:5:3.1.1 Levels and topography across the Site have been heavily affected by its use for stockpiling
R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:34:At the time of compiling this assessment, the proposed development does not
R-2023-0227-CD-TV_ERF_Shadow_HRA.pdf:42: • Implementation of piling design with tight quality assurance / quality