{include:Teesworks - keywords - menu} [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002421-NZT DCO 9.42 - Comments on D9 Submissions & Additional Submissions - Oct 2022 (D11).pdf|EN010103-002421-NZT DCO 9.42 - Comments on D9 Submissions & Additional Submissions - Oct 2022 (D11).pdf]]:49: compaction and crushing of assets through the deposition of rock armour. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002551-NZT DCO 5.4 - DAS (Tracked) - Nov 2022 (D12).pdf|EN010103-002551-NZT DCO 5.4 - DAS (Tracked) - Nov 2022 (D12).pdf]]:10: structures will comprise for the most part of hardstanding and crushed stone, with [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002551-NZT DCO 5.4 - DAS (Tracked) - Nov 2022 (D12).pdf|EN010103-002551-NZT DCO 5.4 - DAS (Tracked) - Nov 2022 (D12).pdf]]:54: the main of hardstanding and crushed stone. The perimeter of the PCC Site will be [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002551-NZT DCO 5.4 - DAS (Tracked) - Nov 2022 (D12).pdf|EN010103-002551-NZT DCO 5.4 - DAS (Tracked) - Nov 2022 (D12).pdf]]:60: structures will comprise in the main of hardstanding and crushed stone, with some [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002551-NZT DCO 5.4 - DAS (Tracked) - Nov 2022 (D12).pdf|EN010103-002551-NZT DCO 5.4 - DAS (Tracked) - Nov 2022 (D12).pdf]]:63: Substation are likely to comprise hardstanding and crushed stone. The AGIs and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf|EN010103-001582-NZT DCO 5.3 - Planning Statement - May 2022 (Tracked).pdf]]:104: buildings and structures will comprise for the most part of hardstanding and crushed [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002053-NZT DCO 5.4 - Design and Access Statement - Tracked - August 2022(D6).pdf|EN010103-002053-NZT DCO 5.4 - Design and Access Statement - Tracked - August 2022(D6).pdf]]:10: structures will comprise for the most part of hardstanding and crushed stone, with [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002053-NZT DCO 5.4 - Design and Access Statement - Tracked - August 2022(D6).pdf|EN010103-002053-NZT DCO 5.4 - Design and Access Statement - Tracked - August 2022(D6).pdf]]:52: the main of hardstanding and crushed stone. The perimeter of the PCC Site will be [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002053-NZT DCO 5.4 - Design and Access Statement - Tracked - August 2022(D6).pdf|EN010103-002053-NZT DCO 5.4 - Design and Access Statement - Tracked - August 2022(D6).pdf]]:58: structures will comprise in the main of hardstanding and crushed stone, with some [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002053-NZT DCO 5.4 - Design and Access Statement - Tracked - August 2022(D6).pdf|EN010103-002053-NZT DCO 5.4 - Design and Access Statement - Tracked - August 2022(D6).pdf]]:60: Substation are likely to comprise hardstanding and crushed stone. The AGIs and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf|EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf]]:23: extraction is limited to crushed rock, sand and gravel with some brine [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf|EN010103-000902-NZT DCO 6.2.10 ES Vol I Chapter 10 Geology and Contaminated Land.pdf]]:40: facilitate the re-use of materials such as soils and crushed concrete; [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf|EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf]]:22: to facilitate the re-use of materials such as soils and crushed [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf|EN010103-001020-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP.pdf]]:64: form that can be used for construction purposes (for example crushing concrete, [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001060-NZT DCO 6.4.25 ES Vol III Appendix 12H Supplementary Habitat Information Report Coatham Sands Part 1.pdf|EN010103-001060-NZT DCO 6.4.25 ES Vol III Appendix 12H Supplementary Habitat Information Report Coatham Sands Part 1.pdf]]:17: out (crushed) clinker-sized slag materials and supporting a relatively simple [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001060-NZT DCO 6.4.25 ES Vol III Appendix 12H Supplementary Habitat Information Report Coatham Sands Part 1.pdf|EN010103-001060-NZT DCO 6.4.25 ES Vol III Appendix 12H Supplementary Habitat Information Report Coatham Sands Part 1.pdf]]:20: site. Extraneous materials/substrates such rich iron slag. Areas of crushed and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf|EN010103-001979-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Tracked) August 2022 (D5).pdf]]:22: to facilitate the re-use of materials such as soils and crushed [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf|EN010103-000891-NZT DCO 6.2.5 ES Vol I Chapter 5 Construction Programme and Management.pdf]]:5: to 2.5 m below ground level (bgl) including removal and crushing of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002550-NZT DCO 5.4 - DAS (Clean) - Nov 2022 (D12).pdf|EN010103-002550-NZT DCO 5.4 - DAS (Clean) - Nov 2022 (D12).pdf]]:10: structures will comprise for the most part of hardstanding and crushed stone, with [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002550-NZT DCO 5.4 - DAS (Clean) - Nov 2022 (D12).pdf|EN010103-002550-NZT DCO 5.4 - DAS (Clean) - Nov 2022 (D12).pdf]]:49: the main of hardstanding and crushed stone. The perimeter of the PCC Site will be [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002550-NZT DCO 5.4 - DAS (Clean) - Nov 2022 (D12).pdf|EN010103-002550-NZT DCO 5.4 - DAS (Clean) - Nov 2022 (D12).pdf]]:55: structures will comprise in the main of hardstanding and crushed stone, with some [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002550-NZT DCO 5.4 - DAS (Clean) - Nov 2022 (D12).pdf|EN010103-002550-NZT DCO 5.4 - DAS (Clean) - Nov 2022 (D12).pdf]]:56: Substation are likely to comprise hardstanding and crushed stone. The AGIs and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf|EN010103-002312-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Tracked Oct 2022 (D9).pdf]]:34: use of materials such as soils and crushed concrete. S [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001913-NZT DCO 9.18 - Further information to Historic Environment Questions July 2022 (D4).pdf|EN010103-001913-NZT DCO 9.18 - Further information to Historic Environment Questions July 2022 (D4).pdf]]:25: dredging, or compaction and crushing of assets through the deposition of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001061-NZT DCO 6.4.25 ES Vol III Appendix 12H Supplementary Habitat Information Report Coatham Sands Part 2.pdf|EN010103-001061-NZT DCO 6.4.25 ES Vol III Appendix 12H Supplementary Habitat Information Report Coatham Sands Part 2.pdf]]:3:Photograph 20 – Level area of OMH over substrates of crushed furnace slag, [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001061-NZT DCO 6.4.25 ES Vol III Appendix 12H Supplementary Habitat Information Report Coatham Sands Part 2.pdf|EN010103-001061-NZT DCO 6.4.25 ES Vol III Appendix 12H Supplementary Habitat Information Report Coatham Sands Part 2.pdf]]:4:Photograph 21 –OMH over substrates of crushed furnace slag, photograph [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf|EN010103-002176-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Clean).pdf]]:34: use of materials such as soils and crushed concrete. S [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001468-NZT DCO 5.4 - Design and Access Statement - Tracked - Apr 2022.pdf|EN010103-001468-NZT DCO 5.4 - Design and Access Statement - Tracked - Apr 2022.pdf]]:10: structures will comprise for the most part of hardstanding and crushed stone, with [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001468-NZT DCO 5.4 - Design and Access Statement - Tracked - Apr 2022.pdf|EN010103-001468-NZT DCO 5.4 - Design and Access Statement - Tracked - Apr 2022.pdf]]:52: the main of hardstanding and crushed stone. The perimeter of the PCC Site will be [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001468-NZT DCO 5.4 - Design and Access Statement - Tracked - Apr 2022.pdf|EN010103-001468-NZT DCO 5.4 - Design and Access Statement - Tracked - Apr 2022.pdf]]:58: structures will comprise in the main of hardstanding and crushed stone, with some [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001468-NZT DCO 5.4 - Design and Access Statement - Tracked - Apr 2022.pdf|EN010103-001468-NZT DCO 5.4 - Design and Access Statement - Tracked - Apr 2022.pdf]]:60: Substation are likely to comprise hardstanding and crushed stone. The AGIs and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002052-NZT DCO 5.4 - Design and Access Statement - Clean - August 2022(D6).pdf|EN010103-002052-NZT DCO 5.4 - Design and Access Statement - Clean - August 2022(D6).pdf]]:10: structures will comprise for the most part of hardstanding and crushed stone, with [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002052-NZT DCO 5.4 - Design and Access Statement - Clean - August 2022(D6).pdf|EN010103-002052-NZT DCO 5.4 - Design and Access Statement - Clean - August 2022(D6).pdf]]:51: the main of hardstanding and crushed stone. The perimeter of the PCC Site will be [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002052-NZT DCO 5.4 - Design and Access Statement - Clean - August 2022(D6).pdf|EN010103-002052-NZT DCO 5.4 - Design and Access Statement - Clean - August 2022(D6).pdf]]:57: structures will comprise in the main of hardstanding and crushed stone, with some [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002052-NZT DCO 5.4 - Design and Access Statement - Clean - August 2022(D6).pdf|EN010103-002052-NZT DCO 5.4 - Design and Access Statement - Clean - August 2022(D6).pdf]]:58: Substation are likely to comprise hardstanding and crushed stone. The AGIs and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000903-NZT DCO 6.2.19 ES Vol I Chapter 19 Marine Heritage.pdf|EN010103-000903-NZT DCO 6.2.19 ES Vol I Chapter 19 Marine Heritage.pdf]]:18: been crushed inwards though still holding its shape. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001161-NZT DCO 6.1 ES Non-Technical Summary.pdf|EN010103-001161-NZT DCO 6.1 ES Non-Technical Summary.pdf]]:28: including removal and crushing of derelict underground structures and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001467-NZT DCO 5.4 - Design and Access Statement - Clean - Apr 2022.pdf|EN010103-001467-NZT DCO 5.4 - Design and Access Statement - Clean - Apr 2022.pdf]]:10: structures will comprise for the most part of hardstanding and crushed stone, with [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001467-NZT DCO 5.4 - Design and Access Statement - Clean - Apr 2022.pdf|EN010103-001467-NZT DCO 5.4 - Design and Access Statement - Clean - Apr 2022.pdf]]:50: the main of hardstanding and crushed stone. The perimeter of the PCC Site will be [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001467-NZT DCO 5.4 - Design and Access Statement - Clean - Apr 2022.pdf|EN010103-001467-NZT DCO 5.4 - Design and Access Statement - Clean - Apr 2022.pdf]]:56: structures will comprise in the main of hardstanding and crushed stone, with some [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001467-NZT DCO 5.4 - Design and Access Statement - Clean - Apr 2022.pdf|EN010103-001467-NZT DCO 5.4 - Design and Access Statement - Clean - Apr 2022.pdf]]:57: Substation are likely to comprise hardstanding and crushed stone. The AGIs and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:42: medium GRAVEL of slag. Sand is fine to coarse of crushed slag. Slag is [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:78:boulder size fractions, occasionally described as crushed (LF\TP01 and MS\TP03). The slag is mixed with various other [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:79:been carried out under controlled laboratory conditions and involves processing and crushing of the test samples in [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:81: crushed vesicular slag. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:104:crush oversize materials, reclaim metal scrap and remove unsuitable material. Where slag material is crushed it [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:104:internally limited by its permeability. Crushed slag results in a larger surface area of unreacted material. However, [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:104:it is noted that the slag expansivity testing undertaken replicates this scenario as it involves crushing the material [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:104:for testing. The risk from expansivity of crushed slag may be reduced through mixing with inert granular material [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:104:such as crushed demolition waste so as not to concentrate but disperse and evenly spread the slag material. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:104:contamination perspective. In order to adequately control the re-use of materials such as soils and crushed [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:109:covered in various spoil heaps of blast furnace slag and crushed concrete, with metal detritus varying in size typical [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:113:to remove the upper 2.5m of material for processing, including screening, crushing and replacement by controlled [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:114:expansion has been carried out under controlled laboratory conditions and involves processing and crushing of the [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:114: construction or during early execute. This would require preparation of a crushed compacted trial pad [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:114: such as crushed demolition waste and / or construction of an inert capping layer. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf|EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf]]:119: would require preparation of a crushed compacted trial pad subjected to wetting and drying, surcharged with [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000820-NZT DCO 3.3 - Funding Statement - Appendix 6.pdf|EN010103-000820-NZT DCO 3.3 - Funding Statement - Appendix 6.pdf]]:159:contractor in Egypt due to crushing. The ratio for injuries at contractors) and the total recordable injury frequency ratio [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000829-NZT DCO 5.4 - Design and Access Statement.pdf|EN010103-000829-NZT DCO 5.4 - Design and Access Statement.pdf]]:10: crushed stone, with some grassed areas. These areas need to be kept free of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000829-NZT DCO 5.4 - Design and Access Statement.pdf|EN010103-000829-NZT DCO 5.4 - Design and Access Statement.pdf]]:48: the main of hardstanding and crushed stone. The perimeter of the PCC Site will be [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000829-NZT DCO 5.4 - Design and Access Statement.pdf|EN010103-000829-NZT DCO 5.4 - Design and Access Statement.pdf]]:54: buildings and structures will comprise in the main of hardstanding and crushed [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000829-NZT DCO 5.4 - Design and Access Statement.pdf|EN010103-000829-NZT DCO 5.4 - Design and Access Statement.pdf]]:55: Point Substation are likely to comprise hardstanding and crushed stone. The AGIs [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001725-DLA Piper UK LLP - Responses to the ExA’s ExQ1 1.pdf|EN010103-001725-DLA Piper UK LLP - Responses to the ExA’s ExQ1 1.pdf]]:10: ore is crushed and turned into granules which results [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf|EN010103-001780-NZT DCO 9.7 - Applicants' Response to ExA's FWQs - June 2022.pdf]]:98: 254998: Redcar Bulk Terminal – Crushed Rock - BGS records indicate [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:23: 0.6-1.0 Gravel sized lumps crush between [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:23: weak crushed between finger and thumb. (0.6-1.0) [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:329: rootlets. Sand is fine to coarse and includes crushed slag. Gravel is [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:329:0.50 ES3 boulder content. Sand is fine to coarse and includes crushed slag. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:332: rootlets. Sand is fine to coarse and includes crushed slag. Gravel is [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:332:0.55 J3 low boulder content. Sand is fine to coarse and includes crushed [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:335: rootlets. Sand is fine to coarse and includes crushed slag. Gravel is [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:335:0.50 PID <0.1ppm Sand is fine to coarse and includes crushed slag. Gravel is fine to [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:335:1.45 J8 boulder content. Sand is fine to coarse and includes crushed slag. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:341:0.20 J1 Sand is fine to coarse and includes crushed slag. Gravel is fine to [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:341:0.50 PID <0.1ppm Sand is fine to coarse and includes crushed slag. Gravel is fine to [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:344:0.20 J1 Sand is fine to coarse and includes crushed slag. Gravel is fine to [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf|EN010103-001759-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 1 - June 2022.pdf]]:344:0.70 J5 crushed slag. Gravel is fine to coarse subangular and includes slag. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:18:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:34:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:44:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:65:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:84:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:97:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:122:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:129:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:144:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:157:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:187:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:199:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:207:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:215:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:223:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:230:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:263:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:276:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:287:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:299:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:311:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:325:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:337:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:352:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:366:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:379:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:513: DETSC 1001 Sample Pre-Treatment and Preparation of Solids 50◦C, depending on requirements, for a minimum of 16hrs (overnight). Dried samples are crushed in a jaw n/a Not Accredited [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:513: crusher, if necessary, and then ground using a mechanical mixer mill and sieved through a 250μm sieve to ensure [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:513: Dried samples are crushed in a jaw crusher, if necessary, and then ground using a mechanical mixer mill to [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:513: DETSC 1005 Soil Crushing In-house Method n/a Not Accredited [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:515: A dried and finely crushed portion of the sample is ashed in a muffle furnace at 440ºC for 4 hours to burn off any [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:517: The concrete or mortar sample is dried and finely crushed, then digested with hydrochloric acid and filtered to [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:519: Samples are tested on an ‘as received’ basis, without drying and crushing, as fluoride is very volatile and may be [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:519: The dried and crushed sample is treated with sodium acetate to produce acetic acid. The acid produced is titrated BS EN 16502: 2014 – Test method for the determination of the degree of soil acidity [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:521: Dried and crushed soil samples are digested on a temperature controlled hotblock with hydrogen peroxide and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf|EN010103-001744-NZT DCO 9.8 Appendix GH.1.1a Factual Report Part 16 - June 2022.pdf]]:522: Soils are air-dried and crushed before being subjected to hotblock extraction. Waters and aqueous samples are Soil: 100µg/kg [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf|EN010103-001978-NZT DCO 6.4.5 ES Vol III Appendix 5A - Framework CEMP (Clean) August 2022 (D5).pdf]]:22: to facilitate the re-use of materials such as soils and crushed [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf|EN010103-002309-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Clean) Oct 2022 (D9).pdf]]:22: to facilitate the re-use of materials such as soils and crushed [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf|EN010103-001581-NZT DCO 5.3 - Planning Statement - May 2022.pdf]]:101: structures will comprise for the most part of hardstanding and crushed stone, with [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf|EN010103-002177-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Sept 2022(D7) (Tracked).pdf]]:35: use of materials such as soils and crushed concrete. S [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf|EN010103-001151-NZT DCO 6.4.49 ES Vol III Appendix 25A Commitments Register.pdf]]:27: controls to facilitate the re-use of materials such as soils and crushed concrete. S Remedial [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf|EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf]]:91: structures will comprise for the most part of hardstanding and crushed stone, with [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001021-NZT DCO 6.4.6 ES Vol III Appendix 8A Air Quality - Construction Phase.pdf|EN010103-001021-NZT DCO 6.4.6 ES Vol III Appendix 8A Air Quality - Construction Phase.pdf]]:5: crushing and bunds >8m high, material (e.g. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf|EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf]]:5:It is acknowledged that crushed or processed slag would result in the exposure of [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf|EN010103-001838-Environment Agency - Comments on any other information submitted at Deadline 2.pdf]]:5:extent of the reuse of crushed and/or processed slag. [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf|EN010103-002310-NZT DCO 6.4.5 - ES Vol III Appendix 5A - Framework CEMP (Tracked) Oct 2022 (D9).pdf]]:22: to facilitate the re-use of materials such as soils and crushed [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001150-NZT DCO 6.4.48 ES Vol III Appendix 24C Statement of Combined Effects.pdf|EN010103-001150-NZT DCO 6.4.48 ES Vol III Appendix 24C Statement of Combined Effects.pdf]]:18: materials such as site won soils and crushed concrete; [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:15: (crushed samples of) Made Ground. TPH and PAH were also [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:26: treatment except that rather than disposal off-site, material will be crushed, [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:53: of current primary mineral extraction is limited to crushed rock and sand and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:202: air-cooled slag which was crushed for use as aggregate. This material is [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:211: crushed concrete, metal and wood, suitable controls should be in place and [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:228: principal ingredients in a kiln, which is then crushed and mixed with [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf|EN010103-001073-NZT DCO 6.4.12 ES Vol III Appendix 10A PSSR.pdf]]:305:and crushed concrete, with metal detritus varying in size typical of gravel, cobbles [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-001103-NZT DCO 6.4.16 ES Vol III Appendix 11A Construction Noise Assessment Methodol.pdf|EN010103-001103-NZT DCO 6.4.16 ES Vol III Appendix 11A Construction Noise Assessment Methodol.pdf]]:6:Tracked crusher 112 100 1 0 0 0 0 0 0 0 [[this>Infrastructure/projects/north-east/the-net-zero-teesside-project/EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf|EN010103-002311-NZT DCO 6.4.49 - ES Vol III Appendix 25A Commitments Register Clean Oct 2022 (D9).pdf]]:33: use of materials such as soils and crushed concrete. S [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf|EN010082-000188-EN010082-6.2.17-ES Chapter 17-Mitigation Schedule-Final-November 2017.pdf]]:13: 42. Volume The re-use of soil and crushed concrete shall be Construction Main Works MMP 13.Construction [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000379-6.2.5 - Tees CCPP - ES Chapter 5 Project Description - tracked Rev 2 with figures.pdf|EN010082-000379-6.2.5 - Tees CCPP - ES Chapter 5 Project Description - tracked Rev 2 with figures.pdf]]:8: • concrete break out and crushing of materials to also create a pile mat [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf|EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf]]:35: The re-use of soil and crushed concrete shall be managed on site [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf|EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf]]:3: materials such as soils and crushed concrete through the development of [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf|EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf]]:22: areas where voids have been backfilled with site won demolition crush, or [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf|EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf]]:63:and crushing of potentially decommissioning plan [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf|EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf]]:73: • The re-use of soil and crushed concrete shall be managed on site based on [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf|EN010082-000177-EN010082-6.2.6-ES Chapter 6-Ground Conditions, Water Resources and Flooding-Final-November 2017.pdf]]:77: and MMP to maximise the re-use of soils and crushed concrete on site where [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf|EN010082-000404-6.3.19 - Tees CCPP - Annex L CEMP - UPDATED.pdf]]:32: The re-use of soil and crushed concrete shall be managed on site [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf|EN010082-000405-8.10 - Tees CCPP - Updated Mitigation Table.pdf]]:13: 42. 5.43 Volume The re-use of soil and crushed concrete shall be Construction Main Works MMP 13.Construction Tertiary [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf|EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf]]:5: voids have been backfilled with site won demolition crush, or where gravel [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf|EN010082-000194-EN010082-6.3.4-ES Annex D1-Phase 1 Final-November 2017.pdf]]:16: clean crushed material. The 2015 SCR states that a photographic record of this [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000397-8 6 - Tees CCP - Applicant's Response to ExA's WQs - Deadline 2 - FINAL.pdf|EN010082-000397-8 6 - Tees CCP - Applicant's Response to ExA's WQs - Deadline 2 - FINAL.pdf]]:33: of the Project, such as excavation of materials (e.g. made ground), removal of surface structures and crushing of concrete/brick, [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000397-8 6 - Tees CCP - Applicant's Response to ExA's WQs - Deadline 2 - FINAL.pdf|EN010082-000397-8 6 - Tees CCP - Applicant's Response to ExA's WQs - Deadline 2 - FINAL.pdf]]:33: Redcar and Management Plan) and SCP (Sediment Control Plan). to the re-use of soils and crushed concrete on site. The SCP relates to the potential for erosion of soils during the construction period [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf|EN010082-000515-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Clean v3.pdf]]:34: The re-use of soil and crushed concrete shall be managed on site [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000204-EN010082-6.3.14-ES Annex G3-Breeding Bird Survey-Final-November 2017.pdf|EN010082-000204-EN010082-6.3.14-ES Annex G3-Breeding Bird Survey-Final-November 2017.pdf]]:6:area are principally former concrete roads and areas of crushed concrete or gravel, with minimal [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000204-EN010082-6.3.14-ES Annex G3-Breeding Bird Survey-Final-November 2017.pdf|EN010082-000204-EN010082-6.3.14-ES Annex G3-Breeding Bird Survey-Final-November 2017.pdf]]:9:of crushed concrete in the centre of the Project site. No nest was seen and it was assumed that the [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf|EN010082-000516-6.3.19 - Tees CCPP - Annex L CEMP - Final-2018 - Tracked v3.pdf]]:36: The re-use of soil and crushed concrete shall be managed on site [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000373-6.2.5 - Tees CCPP - ES Chapter 5 - Project Description - clean Rev 2 with figures.pdf|EN010082-000373-6.2.5 - Tees CCPP - ES Chapter 5 - Project Description - clean Rev 2 with figures.pdf]]:8: • concrete break out and crushing of materials to also create a pile mat [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000206-EN010082-6.3.16-ES Annex I1-Transport Assessment-Final-November 2017.pdf|EN010082-000206-EN010082-6.3.16-ES Annex I1-Transport Assessment-Final-November 2017.pdf]]:49: internal injuries, crushings, burns (excluding friction burns), severe cuts and lacerations, [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000212-EN010082-5.6-Design Access Statement-Final-November 2017.pdf|EN010082-000212-EN010082-5.6-Design Access Statement-Final-November 2017.pdf]]:13: areas where voids have been backfilled with site won demolition crushed materials, or where [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000212-EN010082-5.6-Design Access Statement-Final-November 2017.pdf|EN010082-000212-EN010082-5.6-Design Access Statement-Final-November 2017.pdf]]:27: therefore, for the most part, take the form of concrete hard standing and gravel/crushed stones [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000197-EN010082-6.3.7-ES Annex D4-Waste Management Plan-Final-November 2017.pdf|EN010082-000197-EN010082-6.3.7-ES Annex D4-Waste Management Plan-Final-November 2017.pdf]]:12: Concrete, masonry and Crush and reuse investigate potential for off-site [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf|EN010082-000577-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Tracked).pdf]]:35: The re-use of soil and crushed concrete shall be managed on site [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:6: Layout that had been backfilled with graded site-won crush (such as voids, pits and [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:17:‘plugged’ and the voids infilled with clean crushed material by the demolition contractor [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:20:crushed material. [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf|EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf]]:29:with graded site-won crush (such as voids, pits and sumps), or originally comprised gravel. [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000203-EN010082-6.3.13-ES Annex G2-Ecological Appraisal_Final.pdf|EN010082-000203-EN010082-6.3.13-ES Annex G2-Ecological Appraisal_Final.pdf]]:10:filled with crushed concrete. Both of these types of hard standing are effectively un-vegetated. In [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000203-EN010082-6.3.13-ES Annex G2-Ecological Appraisal_Final.pdf|EN010082-000203-EN010082-6.3.13-ES Annex G2-Ecological Appraisal_Final.pdf]]:11:area of hard standing made from crushed iron slag, which is partially vegetated. This area would [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000203-EN010082-6.3.13-ES Annex G2-Ecological Appraisal_Final.pdf|EN010082-000203-EN010082-6.3.13-ES Annex G2-Ecological Appraisal_Final.pdf]]:11:Charadrius dubius, to nest on the gravel or crushed concrete areas on the former power plant site. [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf|EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf]]:75:removed those areas have been filled with crushed concrete. This area is [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf|EN010082-000191-EN010082-6.3.1-ES Annex A-Scoping Report-Final-November 2017.pdf]]:75:total. This is on a crushed iron slag base and varies in its vegetation [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000378-5.6 - Tees CCPP - Design & Access Statement - tracked Rev 3.pdf|EN010082-000378-5.6 - Tees CCPP - Design & Access Statement - tracked Rev 3.pdf]]:13: areas where voids have been backfilled with site won demolition crushed materials, or where [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000378-5.6 - Tees CCPP - Design & Access Statement - tracked Rev 3.pdf|EN010082-000378-5.6 - Tees CCPP - Design & Access Statement - tracked Rev 3.pdf]]:28: therefore, for the most part, take the form of concrete hard standing and gravel/crushed stones [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf|EN010082-000558-6.3.20 - Annex L CEMP Clean v4 - 22.08.18.pdf]]:34: The re-use of soil and crushed concrete shall be managed on site [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf|EN010082-000557-6.3.20 - Tees CCPP - Annex L CEMP Tracked v4 - 22.08.18.pdf]]:34: The re-use of soil and crushed concrete shall be managed on site [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000175-EN010082-6.2.4-ES Chapter 4-Overview of Environmental and Socio-economic Baseline-Final-November.pdf|EN010082-000175-EN010082-6.2.4-ES Chapter 4-Overview of Environmental and Socio-economic Baseline-Final-November.pdf]]:7: won demolition crushed materials, or where gravel existed previously) and [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000372-5.6 - Tees CCPP - Design & Access Statement - clean Rev 3.pdf|EN010082-000372-5.6 - Tees CCPP - Design & Access Statement - clean Rev 3.pdf]]:13: areas where voids have been backfilled with site won demolition crushed materials, or where [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000372-5.6 - Tees CCPP - Design & Access Statement - clean Rev 3.pdf|EN010082-000372-5.6 - Tees CCPP - Design & Access Statement - clean Rev 3.pdf]]:28: therefore, for the most part, take the form of concrete hard standing and gravel/crushed stones [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000019-Scoping Report.pdf|EN010082-000019-Scoping Report.pdf]]:73:removed those areas have been filled with crushed concrete. This area is [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000019-Scoping Report.pdf|EN010082-000019-Scoping Report.pdf]]:73:total. This is on a crushed iron slag base and varies in its vegetation [[this>Infrastructure/projects/north-east/tees-ccpp/EN010082-000176-EN010082-6.2.5-ES Chapter 5 -Project Description-Final-November 2017.pdf|EN010082-000176-EN010082-6.2.5-ES Chapter 5 -Project Description-Final-November 2017.pdf]]:8: • concrete break out and crushing of materials to also create a pile mat [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf|TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf]]:7: extracted, the dry product would be crushed, loaded onto hoppers, and transported to the MHF at [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf|TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf]]:15: • A system of linked conveyor belts capable of transporting crushed polyhalite from the production [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf|TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf]]:16: • Processing plant for crushing, screening and granulation. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:147:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:150:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:153:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:192:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:201:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf|TR030002-000468-Section 6 App 6.2 Land Quality Generic Risk Assessment.pdf]]:210:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000460-Section 3 App 3.1 Waste management.pdf|TR030002-000460-Section 3 App 3.1 Waste management.pdf]]:11: to the utilities corridor and along the embankment and comprise crushed stone (Dunelm, 2014). [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000460-Section 3 App 3.1 Waste management.pdf|TR030002-000460-Section 3 App 3.1 Waste management.pdf]]:43: • Breaking and crushing of concrete [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000460-Section 3 App 3.1 Waste management.pdf|TR030002-000460-Section 3 App 3.1 Waste management.pdf]]:43: breaker prior to crushing for either on or offsite [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000460-Section 3 App 3.1 Waste management.pdf|TR030002-000460-Section 3 App 3.1 Waste management.pdf]]:44: would be crushed and re-used. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000460-Section 3 App 3.1 Waste management.pdf|TR030002-000460-Section 3 App 3.1 Waste management.pdf]]:44: • Waste concrete and other inert materials would be crushed and reused on site as part of the [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000460-Section 3 App 3.1 Waste management.pdf|TR030002-000460-Section 3 App 3.1 Waste management.pdf]]:46: Crush and reuse in on-site decommissioning [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000460-Section 3 App 3.1 Waste management.pdf|TR030002-000460-Section 3 App 3.1 Waste management.pdf]]:46: Crush and reuse in on-site decommissioning [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000567-Doc 7.3 Project Position Statement.pdf|TR030002-000567-Doc 7.3 Project Position Statement.pdf]]:7:1.6 The mineral will be mined, crushed, loaded onto hoppers at the [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf|TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf]]:10:Those small areas where the substrate consists of gravel of crushed concrete or slag [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf|TR030002-000479-Section 10 App 10.2 Terrestrial ecology survey reports.pdf]]:14:shows the calcareous nature of the substrate, probably crushed blast furnace slag. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000801-Document 6.8B - Governance Tracker.pdf|TR030002-000801-Document 6.8B - Governance Tracker.pdf]]:8:15 The site compounds would be underlain by crushed rock / stone and rain water would percolate into Construction Environmental Management Plan [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000800-Document 4.2B - Explanatory Memorandum (Clean).pdf|TR030002-000800-Document 4.2B - Explanatory Memorandum (Clean).pdf]]:4:1.5 It is proposed that the dry mineral would be mined, crushed, loaded onto hoppers [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000470-Section 6 App 6.4 CEMP.pdf|TR030002-000470-Section 6 App 6.4 CEMP.pdf]]:19:13 The site compounds would be underlain by crushed rock / stone and rain water would percolate into the ground. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf|TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf]]:31: crushed ore which will be mixed with deficiencies – and gypsum, the primary [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf|TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf]]:36:during the day but are closed at night to an underground crushing and pipeline [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf|TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf]]:40:mineral is crushed and mixed with brine, before PROCESSING AND PORT [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf|TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf]]:40:conducted to identify any Sub-surface mineral crushing [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf|TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf]]:43: the mine site. The mineral crushing, [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf|TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf]]:45: CRUSHING [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf|TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf]]:80: - The switch to the MTS results in the removal of mineral crushing; [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf|TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf]]:81: - Two processing plants for the crushing, screening and granulation [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf|TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf]]:99: below, the site would include crushing on the site at up to 45m high, 500m in providing a bulk shipping facility for [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf|TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf]]:99: 1 CRUSHING & MILLING 2 SCREENING 3 GRANULATING [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf|TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf]]:99: The mineral is crushed and milled with Oversized ore is screened out in a Crushed ore is converted into pellets, [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf|TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf]]:99: the ore and taken by conveyor to the mixer and returned to the crusher. dried and screened again for size. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf|TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf]]:99: conveyor to the granulation area. crusher with the remainder sent via [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf|TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf]]:99: by conveyor where it is dried and 700,000 tonnes of finished polyhalite The potential for a bagging plant has CRUSHING [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf|TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf]]:127: staff. All these people residents in, and as crushers, should be hardly interest in the mining subject to sea [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf|TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf]]:209:Whitby (SC) 10 Supportive In favour No concerns MTS an obvious solution, less processing 50% granular after crushing etc. Yes In favour Support Support Yes Overall Positive None needed. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf|TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf]]:71: treatment plant if used (e.g. crushers). [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf|TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf]]:26:  A processing plant for crushing, screening and granulation. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf|TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf]]:43:  A system of linked conveyor belts capable of transporting crushed polyhalite from the [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf|TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf]]:31:(ground preparation and then placement of crushed rock. to cause a deterioration in the water body Paragraph 4.1.8 is [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf|TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf]]:32:(sediment through the crushed rock will reduce the biological quality Given that potential changes are [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf|TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf]]:33: of crushed rock allowing water to percolate into Paragraph 4.1.8). [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000438-ES Section 3 Project description_2 of 2.pdf|TR030002-000438-ES Section 3 Project description_2 of 2.pdf]]:41:3.1.83 The site compounds would be underlain by crushed rock / stone and rain water would percolate into the [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000438-ES Section 3 Project description_2 of 2.pdf|TR030002-000438-ES Section 3 Project description_2 of 2.pdf]]:60: Breaking and crushing of concrete superstructure elements for re-use on or offsite or recycling. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000438-ES Section 3 Project description_2 of 2.pdf|TR030002-000438-ES Section 3 Project description_2 of 2.pdf]]:60: foundations Breaking foundations using a mechanical breaker (or cutting them off at ground level) prior to crushing for [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000438-ES Section 3 Project description_2 of 2.pdf|TR030002-000438-ES Section 3 Project description_2 of 2.pdf]]:60: buildings Any demolition material suitable for backfilling will be crushed and re-used. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000710-York Potash Limited (Document 6.8A).pdf|TR030002-000710-York Potash Limited (Document 6.8A).pdf]]:9:15 The site compounds would be underlain by crushed rock / stone and rain water would percolate into Construction Environmental Management Plan [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000725-York Potash Limited (Document 6.10).pdf|TR030002-000725-York Potash Limited (Document 6.10).pdf]]:20:8 The site compounds would be underlain by crushed rock / stone and rain water would percolate into the ground. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000564-Doc 6.8 Governance Tracker.pdf|TR030002-000564-Doc 6.8 Governance Tracker.pdf]]:9:13 The site compounds would be underlain by crushed rock / stone and rain water would percolate into CEMP Requirement 6 [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000428-Doc 4.2 Explanatory Memorandum.pdf|TR030002-000428-Doc 4.2 Explanatory Memorandum.pdf]]:6:1.4 It is proposed that the dry mineral would be mined, crushed, [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000509-Doc 6.6 App 1.1 Description of the YPP.pdf|TR030002-000509-Doc 6.6 App 1.1 Description of the YPP.pdf]]:7:  A system of linked conveyor belts capable of transporting crushed polyhalite from the [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000735-Applicant response to First Questions - Appendix 4.pdf|TR030002-000735-Applicant response to First Questions - Appendix 4.pdf]]:10: form (called Run-Of-Mine or ROM). The MHF at Wilton will crush the [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000448-ES Section 13 Air quality.pdf|TR030002-000448-ES Section 13 Air quality.pdf]]:37: and crushing of concrete structures and earthworks to fill voids left by the removal of the conveyor [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000569-Doc 7.3 Appendix 2a - MDT Planning Statement.pdf|TR030002-000569-Doc 7.3 Appendix 2a - MDT Planning Statement.pdf]]:45: pipe conveyor to transport polyhalite from a new roadhouse to a new crushing and screening plant [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000569-Doc 7.3 Appendix 2a - MDT Planning Statement.pdf|TR030002-000569-Doc 7.3 Appendix 2a - MDT Planning Statement.pdf]]:45: and the construction of a crushing and screening plant to process the mineral. The development is [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000763-Document 4.2A Draft Explanatory Memorandum (Clean).pdf|TR030002-000763-Document 4.2A Draft Explanatory Memorandum (Clean).pdf]]:5:1.5 It is proposed that the dry mineral would be mined, crushed, loaded onto hoppers [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf|TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf]]:10: embankment, and comprise crushed stone (Dunelm, 2014). Beyond the access tracks, the majority of [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf|TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf]]:46: dusts within the site during normal operation is considered unlikely as the site comprises crushed stone [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf|TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf]]:47: a result of crushing operations, backfilling excavations and exposure to leaks/spillages from machinery. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf|TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf]]:48: Crushing operations [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf|TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf]]:48:6.6.24 Crushing operations would be associated with the crushing of uncontaminated demolition material, [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf|TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf]]:48: crushing operation or imported from off-site. Regardless of the source voids would only be filled with [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000674-Doc 6.3 Habitats Regulations Assessment_1 of 2.pdf|TR030002-000674-Doc 6.3 Habitats Regulations Assessment_1 of 2.pdf]]:11: extracted, the dry product would be crushed, loaded into hoppers, and transported to the MHF at Wilton [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf|TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf]]:10: Handling Plant - Crushing and Screening........................................................ 19 [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf|TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf]]:33: Handling Plant - Crushing and Screening [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf|TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf]]:33:5.12 The material is then conveyed to the Crushed Ore Storage Silo and Secondary [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf|TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf]]:33: Crushing building (B-01d). Secondary crushing breaks down the material into a [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf|TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf]]:33: mine, an additional conveyor will be required to carry the crushed ore to the [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf|TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf]]:34: Crushing building and Crushed Ore Storage Silo will measure 51m x 28m, and [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf|TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf]]:34:5.13 Following secondary crushing, the material passes south into one of the two [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf|TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf]]:34: granulated, the crushed material is ‘screened’ by being fed through a series of [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf|TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf]]:34: identified in the screening process is returned via conveyor to the crushing [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf|TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf]]:34: undersized pellets will be fed to an impact crusher and then returned to the [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf|TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf]]:69: treatment plant if used (e.g. crushers). [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf|TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf]]:11: Infrastructure and a new building for the purposes of screening, crushing [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf|TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf]]:42: crushing of the mineral will take place until it reaches the Wilton MHF. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf|TR030002-000568-Doc 7.3 Appendix 1 - Mine and MTS Planning Statement.pdf]]:110: Infrastructure and a new building for the purposes of screening, crushing [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000755-Document 4.2A Draft Explanatory Memorandum (Tracked).pdf|TR030002-000755-Document 4.2A Draft Explanatory Memorandum (Tracked).pdf]]:6:1.31.5 It is proposed that the dry mineral would be mined, crushed, loaded onto hoppers [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000560-Doc 6.7 Environmental Statement Non Technical Summary_1 of 2.pdf|TR030002-000560-Doc 6.7 Environmental Statement Non Technical Summary_1 of 2.pdf]]:9: extracted, the dry product would be crushed, loaded onto hoppers, and transported to the MHF at [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000435-ES Section 1 Introduction.pdf|TR030002-000435-ES Section 1 Introduction.pdf]]:2: (MMO). Once extracted, the dry product would be crushed, loaded onto hoppers, and transported to [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000442-ES Section 7 Marine sediment and water quality.pdf|TR030002-000442-ES Section 7 Marine sediment and water quality.pdf]]:26: shown on Drawings PB1586-SK56 and SK57. The site compounds would be underlain by crushed [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf|TR030002-000576-Doc 7.3 Appendix 7 - Appendices to Alternative Sites Assessment - Part 1.pdf]]:172: washed (to remove salt contamination), crushed, and sold direct as a lower grade, [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000857-151216 TR030002 York Potash Ltd - Document 6.10A - Outline Construction Environmental Management Plan.pdf|TR030002-000857-151216 TR030002 York Potash Ltd - Document 6.10A - Outline Construction Environmental Management Plan.pdf]]:20:8 The site compounds would be underlain by crushed rock / stone and rain water would percolate into the ground. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000447-ES Section 12 Traffic and transport.pdf|TR030002-000447-ES Section 12 Traffic and transport.pdf]]:34: Breaking and crushing of concrete superstructure elements for re-use on or offsite or recycling. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000447-ES Section 12 Traffic and transport.pdf|TR030002-000447-ES Section 12 Traffic and transport.pdf]]:34: foundations Breaking foundations using a mechanical prior to crushing for either on or offsite re-use or recycling. [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000834-Document 4.2B - Explanatory Memorandum (Tracked).pdf|TR030002-000834-Document 4.2B - Explanatory Memorandum (Tracked).pdf]]:4:1.5 It is proposed that the dry mineral would be mined, crushed, loaded onto hoppers [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000512-Doc 6.6 App 6.2 In combination HGV.pdf|TR030002-000512-Doc 6.6 App 6.2 In combination HGV.pdf]]:2:Sinking Site Earthworks Equipment (M&M and Mineral Shaft) 2 x Dozers, 2 x Tracked Excavators, 6 x Articulated Dumpers, 1 x Crushers 22 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000512-Doc 6.6 App 6.2 In combination HGV.pdf|TR030002-000512-Doc 6.6 App 6.2 In combination HGV.pdf]]:7:Sinking Site Earthworks Equipment 1 x Dozers,1 x Tracked Excavators, 1 x Articulated Dumpers, 1 x Crushers 0 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000512-Doc 6.6 App 6.2 In combination HGV.pdf|TR030002-000512-Doc 6.6 App 6.2 In combination HGV.pdf]]:9:Shaft Site Earthworks Equipment 1 x Dozers,1 x Tracked Excavators, 1 x Articulated Dumpers, 1 x Crushers 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000512-Doc 6.6 App 6.2 In combination HGV.pdf|TR030002-000512-Doc 6.6 App 6.2 In combination HGV.pdf]]:11:Sinking Site Earthworks Equipment 1 x Dozers,1 x Tracked Excavators, 1 x Articulated Dumpers, 1 x Crushers 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 [[this>Infrastructure/projects/north-east/york-potash-harbour-facilities-order/TR030002-000512-Doc 6.6 App 6.2 In combination HGV.pdf|TR030002-000512-Doc 6.6 App 6.2 In combination HGV.pdf]]:12:Portal Site Earthworks Equipment 1 x Dozers,1 x Tracked Excavators, 1 x Articulated Dumpers, 1 x Crushers 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT(2).pdf|IBPB8270R001F01_EIA REPORT(2).pdf]]:223:in nature to crushed tarmac). The masonry remains of a navigation marker are visible which delineates the [[this>RiverTees/Planning/MLA_2020_00079/Additional Documents/IBPB8270R001F01_EIA REPORT.pdf|IBPB8270R001F01_EIA REPORT.pdf]]:223:in nature to crushed tarmac). The masonry remains of a navigation marker are visible which delineates the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:16:crushed on site and re-used as fill as part of the proposed scheme (or by STDC within the wider development [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:16:proposed to be crushed and re-used on site as fill. Services feeding into and out of the substation will be [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:18: MAIN WALL CRUSHED STONE SURFACING [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:19: MADE GROUND TO ASDO500 M120 / 110 600mm THK CRUSHED [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:20:which would have a concrete surface. Approximately 25,000m3 of crushed stone is proposed to be imported [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:26: INSTALL QUAY INSTALL CRUSHED ROCK SURFACING [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:27: o Concrete crusher (land-based plant) [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:27: o Concrete crusher (land-based plant) [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:31:It is anticipated that the quay would be surfaced with crushed stone. Surface water would drain through the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:31:crushed stone into the underlying material without the need for a formal drainage system. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:168:As outlined in Section 3, it is anticipated that the majority of the quay would be surfaced with crushed stone. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:168:Uncontaminated surface water would therefore drain through the crushed stone into the underlying material [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:182:to 1964 there was a slag crushing works partially within the north of the site. In 1968 the oil depot was [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:182:construction of a tank farm at Teesport to the north, an ore crushing plant (later a ferro manganese crushing [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:183:Slag crushing works (former), Tarmac The slag crushing works, located partially within the proposed scheme footprint and partially [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:183: including the construction of a tank farm at Teesport to the north, an ore crushing plant (later a [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:183: ferro manganese crushing plant) to the south and Teesside Works Cleveland (steel works). [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:185:Slag crushing works (former) [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:185: • Slag crushing works; [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:185: • Ore crushing plant; [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:374: Concrete crusher 1 C1.14 60 109.4 [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:389: be crushed on site and re-used as fill for the proposed scheme. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:415:concrete crusher. Certain activity will require use of river barges. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:434:crushed stone and surface water would drain into the underlying material without the need for a formal [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:466: (crushed stone) [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:466:from demolition works would be crushed on site and reused as fill as part of the proposed scheme. It is also [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf]]:467: Concrete crusher 50 149 [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:16:crushed on site and re-used as fill as part of the proposed scheme (or by STDC within the wider development [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:16:proposed to be crushed and re-used on site as fill. Services feeding into and out of the substation will be [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:18: MAIN WALL CRUSHED STONE SURFACING [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:19: MADE GROUND TO ASDO500 M120 / 110 600mm THK CRUSHED [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:20:which would have a concrete surface. Approximately 25,000m3 of crushed stone is proposed to be imported [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:26: INSTALL QUAY INSTALL CRUSHED ROCK SURFACING [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:27: o Concrete crusher (land-based plant) [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:27: o Concrete crusher (land-based plant) [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:31:It is anticipated that the quay would be surfaced with crushed stone. Surface water would drain through the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:31:crushed stone into the underlying material without the need for a formal drainage system. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:168:As outlined in Section 3, it is anticipated that the majority of the quay would be surfaced with crushed stone. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:168:Uncontaminated surface water would therefore drain through the crushed stone into the underlying material [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:182:to 1964 there was a slag crushing works partially within the north of the site. In 1968 the oil depot was [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:182:construction of a tank farm at Teesport to the north, an ore crushing plant (later a ferro manganese crushing [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:183:Slag crushing works (former), Tarmac The slag crushing works, located partially within the proposed scheme footprint and partially [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:183: including the construction of a tank farm at Teesport to the north, an ore crushing plant (later a [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:183: ferro manganese crushing plant) to the south and Teesside Works Cleveland (steel works). [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:185:Slag crushing works (former) [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:185: • Slag crushing works; [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:185: • Ore crushing plant; [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:374: Concrete crusher 1 C1.14 60 109.4 [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:389: be crushed on site and re-used as fill for the proposed scheme. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:415:concrete crusher. Certain activity will require use of river barges. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:434:crushed stone and surface water would drain into the underlying material without the need for a formal [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:466: (crushed stone) [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:466:from demolition works would be crushed on site and reused as fill as part of the proposed scheme. It is also [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:467: Concrete crusher 50 149 [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Licence Document (Marine).pdf|MLA_2020_00506-Licence Document (Marine).pdf]]:8: Concrete will be crushed on site and re-used as fill as part [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Licence Document (Marine).pdf|MLA_2020_00506-Licence Document (Marine).pdf]]:9: be crushed and re-used on site as fill. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Licence Document (Marine)-45.pdf|MLA_2020_00506-Licence Document (Marine)-45.pdf]]:8: Concrete will be crushed on site and re-used as fill as part [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Licence Document (Marine)-45.pdf|MLA_2020_00506-Licence Document (Marine)-45.pdf]]:9: be crushed and re-used on site as fill. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Licence Document (Marine)-58.pdf|MLA_2020_00506-Licence Document (Marine)-58.pdf]]:8: Concrete will be crushed on site and re-used as fill as part [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-Licence Document (Marine)-58.pdf|MLA_2020_00506-Licence Document (Marine)-58.pdf]]:9: be crushed and re-used on site as fill. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf]]:7: MAIN WALL CRUSHED STONE SURFACING [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:15: crushed on site and re-used as fill as part of the proposed scheme (or by STDC within the wider [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:15: • Demolition of live substation. The building materials are proposed to be crushed and re-used on [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:16: • Importation of approximately 25,000m3 of crushed stone to form the surfacing of the quay. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:23: 11,500m3) to be crushed and re- landside materials within the riverbank carried out by the main works [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:23:- Substation building to be crushed - 750m wharf with timber piles – likely to within pipework. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:25:Waste inert materials (for example concrete, bricks, rubble) could be crushed and processed in accordance [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:251:slag crushing works partially within the north of the site. In 1968 the oil depot developed to the north east [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:251:at Teesport to the north, an ore crushing plant (later a ferro manganese crushing plant) to the south and the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:252:plant (formerly slag crushing works). Potential off-site sources include former industrial uses including a [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:252:Sheet and Galvanising Works, slag crushing works, ore crushing plant, dockyards including saw and timber [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:253: • Importation of approximately 25,000m3 of crushed stone onto the site to form the surfacing of the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:263:Between1959 to 1964 there was a slag crushing works partially within the north of the site. In 1968 the oil [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:263:20th century including the construction of a tank farm at Teesport to the north, an ore crushing plant (later a [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:263:ferro manganese crushing plant) to the south and the Teesside Works Cleveland (steel works). [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:266:1959 – 1964 (OS Adjacent to Teesport are buildings labelled Slag Crushing Works (partially on and off site). [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:266:1:1,250 and OS south of the pumping station is no longer shown. station is labelled ore crushing plant with tracks running [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:266: buildings. This ore crushing plant became a ferro manganese [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:266: crushing plant in 1966 according to CH2M, 2017. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:267:1981 (OS Map Slag Crushing Works (on and off site) is now labelled ‘Works’. [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:267: House has also been demolished. The ore crushing plant is no longer labelled. South east [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:267: of the former ore crushing plant are further buildings with [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:273:Slag crushing works (former) [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:274:Slag crushing works (100 m north) [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:274:Ore crushing plant (ferro manganese crushing [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:276: Moderate to crushed stone which would break the linkage [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:278: crushed stone which would break the linkage [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:282: unsaturated Low Risk former slag crushing works and current site usage as [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:282:Slag crushing works / currently Deposits); Secondary [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:285:plant (formerly slag crushing works). Potential off-site sources include former industrial uses including a [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:285:Sheet and Galvanising Works, slag crushing works, ore crushing plant, dockyards including saw and timber [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:285:of crushed stone onto the site to provide surfacing. Following construction, risks to human health or [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:285:Where soils remain, these will be covered with crushed stone or hardstanding. Further investigation is [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:292: Crush [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:293: concrete) • On-site crushing and screening [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:367:It is proposed that the quay would be surfaced with crushed stone, allowing surface water to drain into the [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:374:It is proposed that surface water would drain through the crushed stone on the quay deck into the underlying [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:397:Is in an estuary and could affect fish in the estuary, During the operational phase the quay would be surfaced with crushed stone. This would [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:397:outside the estuary but could delay or prevent fish allow uncontaminated surface water to drain through the crushed stone into the underlying [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:398: During the operational phase the quay would be surfaced with crushed stone. This would [[this>Teesworks/Planning/MLA_2020_00506/MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:398: allow uncontaminated surface water to drain through the crushed stone into the underlying [[this>Teesworks/Planning/R-2021-1096-CD/R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0303-A1-C01-South_Bank_Details_Sheet_3_of_4.pdf|R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0303-A1-C01-South_Bank_Details_Sheet_3_of_4.pdf]]:1: RECYCLED CRUSHED AGGREGATE HARD STANDING [[this>Teesworks/Planning/R-2021-1096-CD/R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0303-A1-C01-South_Bank_Details_Sheet_3_of_4.pdf|R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0303-A1-C01-South_Bank_Details_Sheet_3_of_4.pdf]]:1: 300mm THICK CRUSHED [[this>Teesworks/Planning/R-2021-1096-CD/R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0302-A1-C02-South_Bank_Details_Sheet_2_of_4.pdf|R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0302-A1-C02-South_Bank_Details_Sheet_2_of_4.pdf]]:1: RECYCLED CRUSHED AGGREGATE HARD STANDING [[this>Teesworks/Planning/R-2021-1096-CD/R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0302-A1-C02-South_Bank_Details_Sheet_2_of_4.pdf|R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0302-A1-C02-South_Bank_Details_Sheet_2_of_4.pdf]]:1: 0.3m THICK CRUSHED RECYCLED [[this>Teesworks/Planning/R-2021-1096-CD/R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0301-A1-C01-South_Bank_Details_Sheet_1_of_4.pdf|R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0301-A1-C01-South_Bank_Details_Sheet_1_of_4.pdf]]:1: RECYCLED CRUSHED AGGREGATE [[this>Teesworks/Planning/R-2021-1096-CD/R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0301-A1-C01-South_Bank_Details_Sheet_1_of_4.pdf|R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0301-A1-C01-South_Bank_Details_Sheet_1_of_4.pdf]]:1: RECYCLED CRUSHED AGGREGATE HARD STANDING [[this>Teesworks/Planning/R-2021-1096-CD/R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0301-A1-C01-South_Bank_Details_Sheet_1_of_4.pdf|R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0301-A1-C01-South_Bank_Details_Sheet_1_of_4.pdf]]:1: RETAINING VEHICULAR RAMP 0.3m THICK CRUSHED RECYCLED GABION BASKET SERVICE CORRIDOR (DESIGNED BY OTHERS) [[this>Teesworks/Planning/R-2021-1096-CD/R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0003-A1-C02-South_Bank_General_Arrangement_High_Tip_North.pdf|R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0003-A1-C02-South_Bank_General_Arrangement_High_Tip_North.pdf]]:1: RECYCLED CRUSHED AGGREGATE [[this>Teesworks/Planning/R-2021-1096-CD/R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0002-A1-C02-South_Bank_General_Arrangement_High_Tip_West.pdf|R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0002-A1-C02-South_Bank_General_Arrangement_High_Tip_West.pdf]]:1: RECYCLED CRUSHED AGGREGATE [[this>Teesworks/Planning/R-2021-1096-CD/R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0304-A1-C01-South_Bank_Details_Sheet_4_of_4.pdf|R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0304-A1-C01-South_Bank_Details_Sheet_4_of_4.pdf]]:1: CRUSHED RECYCLED AGGREGATE drawing take note of the above. [[this>Teesworks/Planning/R-2021-1096-CD/R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0304-A1-C01-South_Bank_Details_Sheet_4_of_4.pdf|R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0304-A1-C01-South_Bank_Details_Sheet_4_of_4.pdf]]:1: CRUSHED AGGREGATE MAINTAIN EMERGENCY ACCESS [[this>Teesworks/Planning/R-2021-1096-CD/R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0304-A1-C01-South_Bank_Details_Sheet_4_of_4.pdf|R-2021-1096-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0304-A1-C01-South_Bank_Details_Sheet_4_of_4.pdf]]:1: RECYCLED CRUSHED AGGREGATE HARD STANDING [[this>Teesworks/Planning/R-2022-0515-CD/R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf|R-2022-0515-CD-L05858-CLK-XX-XX-RP-GT-0005 P01.pdf]]:7:proposed final level. The resultant void has been backfilled using crushed slag materials derived from [[this>Teesworks/Planning/R-2021-0754-FFM/R-2021-0754-FFM-South Bank Access Roads Environmental Assessment Summary.pdf|R-2021-0754-FFM-South Bank Access Roads Environmental Assessment Summary.pdf]]:23:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/MLA_2022_00248/Additional Documents/CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf|CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf]]:42: from the leaching of metals due to ore crushing [[this>Teesworks/Planning/MLA_2022_00248/Additional Documents/CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf|CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf]]:52: metals due to ore crushing and settlement lagoons can be a [[this>Teesworks/Planning/R-2021-0422-CD/R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF|R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF]]:17:The proposed remedial strategy comprises the excavation and crushing of hardstanding (where [[this>Teesworks/Planning/R-2021-0422-CD/R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF|R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF]]:17:turnover of the Made Ground is to be conducted down to 7.5mAOD, including removal and crushing of [[this>Teesworks/Planning/R-2021-0422-CD/R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF|R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF]]:20:  Excavated hard materials (such as concrete and brick) that may be crushed to produce [[this>Teesworks/Planning/R-2021-0422-CD/R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF|R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF]]:20:Where appropriate, existing concrete, brick and other suitable building materials will be crushed to a [[this>Teesworks/Planning/R-2021-0422-CD/R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF|R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF]]:22:  Screening and crushing of Made Ground materials in order to make them suitable for reuse. [[this>Teesworks/Planning/R-2021-0422-CD/R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF|R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF]]:22: demolition arising, crushed concrete or imported fill. [[this>Teesworks/Planning/R-2021-0422-CD/R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF|R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF]]:23:for mobile plant is not in place then an EA Standard Rules Permit for the low risk crushing and screening [[this>Teesworks/Planning/R-2021-0422-CD/R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF|R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF]]:24:removed and crushed for re-use on site. Materials which are impacted with contaminants to levels [[this>Teesworks/Planning/R-2021-0422-CD/R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF|R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF]]:24:Made Ground materials will require size screening and crushing to enable reuse. Any deleterious [[this>Teesworks/Planning/R-2021-0422-CD/R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF|R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF]]:27: crushed site aggregate [[this>Teesworks/Planning/R-2021-0422-CD/R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF|R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF]]:28: crushed site aggregate [[this>Teesworks/Planning/R-2021-0422-CD/R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF|R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF]]:30:should be crushed to 6f2 or similar suitable material class and reused in areas identified by STDC as [[this>Teesworks/Planning/R-2021-0422-CD/R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF|R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF]]:33:material will be crushed for reuse, while deleterious material will be removed from site. All remaining [[this>Teesworks/Planning/R-2021-0610-PND/R-2021-0610-PND-Officer Report 0610.pdf|R-2021-0610-PND-Officer Report 0610.pdf]]:2:residual materials (brick and concrete) will be crushed and set aside for re- [[this>Teesworks/Planning/R-2021-0610-PND/R-2021-0610-PND-SBCO Site - Planning Stage MS - Rev 01 - 15.07.21.pdf|R-2021-0610-PND-SBCO Site - Planning Stage MS - Rev 01 - 15.07.21.pdf]]:23:removed and disposed off-site, and residual materials (brick and concrete) crushed and set aside for re-use Ferrous and non-ferrous metalwork [[this>Teesworks/Planning/R-2021-0610-PND/R-2021-0610-PND-SBCO (Phase 2) Demolition.pdf|R-2021-0610-PND-SBCO (Phase 2) Demolition.pdf]]:1: COAL CRUSHING HOUSE Teesside Management Offices, [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0003TN P01 Ground Gas.pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0003TN P01 Ground Gas.pdf]]:2:below proposed final level. The resultant void has been backfilled using crushed slag materials derived from [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:8:• Screening and crushing of Made Ground materials to form a secondary aggregate [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:8: arising, crushed concrete or imported fill [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:78:plant, pig caster, reservoirs, coal stockpiles and a slag crushing plant. During the investigation works the site [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:89: 0.6-1.0 Gravel sized lumps crush between [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:89: weak crushed between finger and thumb. (0.6-1.0) [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:545:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:554:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:563:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:572:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:580:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:588:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:596:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:606:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:614:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:622:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:630:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:638:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:653: DETSC 1001 Sample Pre-Treatment and Preparation of Solids 50◦C, depending on requirements, for a minimum of 16hrs (overnight). Dried samples are crushed in a jaw n/a Not Accredited [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:653: crusher, if necessary, and then ground using a mechanical mixer mill and sieved through a 250μm sieve to ensure [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:653: Dried samples are crushed in a jaw crusher, if necessary, and then ground using a mechanical mixer mill to [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:653: DETSC 1005 Soil Crushing In-house Method n/a Not Accredited [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:655: A dried and finely crushed portion of the sample is ashed in a muffle furnace at 440ºC for 4 hours to burn off any [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:657: The concrete or mortar sample is dried and finely crushed, then digested with hydrochloric acid and filtered to [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:659: Samples are tested on an ‘as received’ basis, without drying and crushing, as fluoride is very volatile and may be [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:659: The dried and crushed sample is treated with sodium acetate to produce acetic acid. The acid produced is titrated BS EN 16502: 2014 – Test method for the determination of the degree of soil acidity [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:661: Dried and crushed soil samples are digested on a temperature controlled hotblock with hydrogen peroxide and [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf|R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf]]:662: Soils are air-dried and crushed before being subjected to hotblock extraction. Waters and aqueous samples are Soil: 100µg/kg [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:6:crushed slag materials derived from processing on site materials, interlayered with mudstone. The [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:30: (1) MADE GROUND (Ash ll and crushed slag). [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:46: (1) MADE GROUND (Crushed slag). [[this>Teesworks/Planning/R-2022-0342-CD/R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf|R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf]]:46: (1) MADE GROUND (Brown ash and crushed slag). [[this>Teesworks/Planning/R-2023-0246-RMM/R-2023-0246-RMM-TV_ERF_Preliminary_Ecological_Appraisal.pdf|R-2023-0246-RMM-TV_ERF_Preliminary_Ecological_Appraisal.pdf]]:12: following remediation works on site. This is a combination of crushed stone, built up ground, and [[this>Teesworks/Planning/R-2023-0246-RMM/R-2023-0246-RMM-TV_ERF_Preliminary_Ecological_Appraisal.pdf|R-2023-0246-RMM-TV_ERF_Preliminary_Ecological_Appraisal.pdf]]:26: beat, nail or otherwise impale, stab, burn, stone, crush, drown, drag or asphyxiate any wild [[this>Teesworks/Planning/R-2023-0246-RMM/R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf|R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf]]:15: Screening and crushing of Made Ground materials in order to (arsenic, asbestos, NAPL, cyanide) and [[this>Teesworks/Planning/R-2023-0246-RMM/R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf|R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf]]:15: verified Made Ground, certified demolition arisings, crushed [[this>Teesworks/Planning/R-2020-0800-CD/R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf|R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf]]:8: Also specialist crushing and screening and pumping equipment when needed on site.. [[this>Teesworks/Planning/R-2020-0800-CD/R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf|R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf]]:12: either screened 6F5 material of crushed 6f5 material. Any clays or contaminated wastes will [[this>Teesworks/Planning/R-2020-0800-CD/R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf|R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf]]:14:  Any material processing operations (such as screening/crushing) will be located as [[this>Teesworks/Planning/R-2020-0800-CD/R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf|R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf]]:33: type (i.e. concrete will be segregated from brick) before being crushed [[this>Teesworks/Planning/R-2020-0800-CD/R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf|R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf]]:70: type (i.e. concrete will be segregated from brick) before being crushed [[this>Teesworks/Planning/R-2020-0800-CD/R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf|R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf]]:88: 5c 0.34 This habitat consisted of a crushed concrete substrate that was approximately This habitat area was assessed as being of fairly good condition [[this>Teesworks/Planning/R-2020-0800-CD/R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf|R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf]]:138:slag (but in some cases crushed building materials), this material has been added [[this>Teesworks/Planning/R-2020-0302-PND/R-2020-0302-PND-OFFICER REPORT.pdf|R-2020-0302-PND-OFFICER REPORT.pdf]]:1:5 The Ferro Manganese Crushing Plant: a large portal steel frame semi-open [[this>Teesworks/Planning/R-2020-0302-PND/R-2020-0302-PND-OFFICER REPORT.pdf|R-2020-0302-PND-OFFICER REPORT.pdf]]:2: level on completion, with any voids backfilled using on site crushed [[this>Teesworks/Planning/R-2020-0302-PND/R-2020-0302-PND-OFFICER REPORT.pdf|R-2020-0302-PND-OFFICER REPORT.pdf]]:3: lifted off the structure where possible and set aside for crushing. Where [[this>Teesworks/Planning/R-2020-0302-PND/R-2020-0302-PND-OFFICER REPORT.pdf|R-2020-0302-PND-OFFICER REPORT.pdf]]:3: grab attachment for the excavator. The bricks are to be crushed to a [[this>Teesworks/Planning/R-2020-0302-PND/R-2020-0302-PND-STDC-SIZ-SB-EWO-0001 South Bank Enabling Works - Prior Approval Demoliti....PDF|R-2020-0302-PND-STDC-SIZ-SB-EWO-0001 South Bank Enabling Works - Prior Approval Demoliti....PDF]]:1: crushed to 6f2 for site re-use/ [[this>Teesworks/Planning/R-2020-0302-PND/R-2020-0302-PND-STDC-SIZ-SB-EWO-0001 South Bank Enabling Works - Prior Approval Demoliti....PDF|R-2020-0302-PND-STDC-SIZ-SB-EWO-0001 South Bank Enabling Works - Prior Approval Demoliti....PDF]]:1: South facing elevations of former ferro manganese crushing plant North facing elevation of former ferro manganese crushing plant disconnected and demolition [[this>Teesworks/Planning/R-2020-0302-PND/R-2020-0302-PND-STDC-SIZ-SB-EWO-0001 South Bank Enabling Works - Prior Approval Demoliti....PDF|R-2020-0302-PND-STDC-SIZ-SB-EWO-0001 South Bank Enabling Works - Prior Approval Demoliti....PDF]]:1: crushing plant, [[this>Teesworks/Planning/R-2020-0302-PND/R-2020-0302-PND-STDC-SIZ-SB-EWO-0003 South Bank Enabling Works - Prior Approval Demoliti....PDF|R-2020-0302-PND-STDC-SIZ-SB-EWO-0003 South Bank Enabling Works - Prior Approval Demoliti....PDF]]:1: crushing plant, [[this>Teesworks/Planning/R-2020-0302-PND/R-2020-0302-PND-South Bank Wharf Minor Buildings Demolition V1.0.pdf|R-2020-0302-PND-South Bank Wharf Minor Buildings Demolition V1.0.pdf]]:5: • Crushing of demolition rubble to Class 6F2 specification and infill of voids where [[this>Teesworks/Planning/R-2020-0302-PND/R-2020-0302-PND-South Bank Wharf Minor Buildings Demolition V1.0.pdf|R-2020-0302-PND-South Bank Wharf Minor Buildings Demolition V1.0.pdf]]:6: 5. The Ferro Manganese Crushing Plant. This is a large portal steel frame semi open [[this>Teesworks/Planning/R-2020-0302-PND/R-2020-0302-PND-South Bank Wharf Minor Buildings Demolition V1.0.pdf|R-2020-0302-PND-South Bank Wharf Minor Buildings Demolition V1.0.pdf]]:7:completion, with any voids backfilled utilising on site crushed material. The brick work to the [[this>Teesworks/Planning/R-2020-0302-PND/R-2020-0302-PND-South Bank Wharf Minor Buildings Demolition V1.0.pdf|R-2020-0302-PND-South Bank Wharf Minor Buildings Demolition V1.0.pdf]]:7:buildings is to be crushed to a 6F2 specification and used to infill any voids or pipe channels. [[this>Teesworks/Planning/R-2020-0302-PND/R-2020-0302-PND-South Bank Wharf Minor Buildings Demolition V1.0.pdf|R-2020-0302-PND-South Bank Wharf Minor Buildings Demolition V1.0.pdf]]:8:set aside for crushing and re-use. Where the roof cannot be safely separated insitu from the [[this>Teesworks/Planning/R-2020-0302-PND/R-2020-0302-PND-South Bank Wharf Minor Buildings Demolition V1.0.pdf|R-2020-0302-PND-South Bank Wharf Minor Buildings Demolition V1.0.pdf]]:9: • 5 tonne crushing bucket [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf]]:13: Concrete crusher 1 C1.14 60 109.4 [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-ApplicationFormRedacted.pdf|R-2020-0685-ESM-ApplicationFormRedacted.pdf]]:3: Description of proposed materials and finishes: The majority of the quay would be surfaced with crushed stone, with the [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf|R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf]]:7: MAIN WALL CRUSHED STONE SURFACING [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1384_P01 Quay Sections.pdf|R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1384_P01 Quay Sections.pdf]]:1: MADE GROUND TO ASDO500 M120 / 110 600mm THK CRUSHED [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_7. Marine sediment and water quality.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_7. Marine sediment and water quality.pdf]]:27:As outlined in Section 3, it is anticipated that the majority of the quay would be surfaced with crushed stone. [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_7. Marine sediment and water quality.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_7. Marine sediment and water quality.pdf]]:27:Uncontaminated surface water would therefore drain through the crushed stone into the underlying material [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf]]:19:concrete crusher. Certain activity will require use of river barges. [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Response from applicant.PDF|R-2020-0685-ESM-Response from applicant.PDF]]:3:level for the quay would be formed with crushed stone surfacing, with the exception of two heavy lift areas [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Response from applicant.PDF|R-2020-0685-ESM-Response from applicant.PDF]]:3:which would have a concrete surface. Surface water would drain through the crushed stone into the [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1383_P01 Quay Plan.pdf|R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1383_P01 Quay Plan.pdf]]:1: MAIN WALL CRUSHED STONE SURFACING [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-OFFICER REPORT.pdf|R-2020-0685-ESM-OFFICER REPORT.pdf]]:13:(formerly slag crushing works). [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-OFFICER REPORT.pdf|R-2020-0685-ESM-OFFICER REPORT.pdf]]:22:area of crushed stone thus allowing uncontaminated surface water to drain [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-OFFICER REPORT.pdf|R-2020-0685-ESM-OFFICER REPORT.pdf]]:27:(formerly slag crushing works). [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-OFFICER REPORT.pdf|R-2020-0685-ESM-OFFICER REPORT.pdf]]:78:crushed stone and surface water would drain into the underlying material [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-61586 Quay Design and Access Statement November 2020.PDF|R-2020-0685-ESM-61586 Quay Design and Access Statement November 2020.PDF]]:6: heavy lift areas which would have a concrete surface. Approximately 25,000m3 of crushed stone [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-61586 Quay Design and Access Statement November 2020.PDF|R-2020-0685-ESM-61586 Quay Design and Access Statement November 2020.PDF]]:6: through the crushed stone into the underlying material without the need for a formal drainage [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-61586 Quay Design and Access Statement November 2020.PDF|R-2020-0685-ESM-61586 Quay Design and Access Statement November 2020.PDF]]:8: crushed stone surface with heavy lift areas with concrete surfacing . [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 11_Air quality assessment method.pdf|R-2020-0685-ESM-Appendix 11_Air quality assessment method.pdf]]:1: concrete) • On-site crushing and screening [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf|R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf]]:14:Is in an estuary and could affect fish in the estuary, During the operational phase the quay would be surfaced with crushed stone. This would [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf|R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf]]:14:outside the estuary but could delay or prevent fish allow uncontaminated surface water to drain through the crushed stone into the underlying [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf|R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf]]:15: During the operational phase the quay would be surfaced with crushed stone. This would [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf|R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf]]:15: allow uncontaminated surface water to drain through the crushed stone into the underlying [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf]]:14:to 1964 there was a slag crushing works partially within the north of the site. In 1968 the oil depot was [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf]]:14:construction of a tank farm at Teesport to the north, an ore crushing plant (later a ferro manganese crushing [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf]]:15:Slag crushing works (former), Tarmac The slag crushing works, located partially within the proposed scheme footprint and partially [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf]]:15: including the construction of a tank farm at Teesport to the north, an ore crushing plant (later a [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf]]:15: ferro manganese crushing plant) to the south and Teesside Works Cleveland (steel works). [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf]]:17:Slag crushing works (former) [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf]]:17: • Slag crushing works; [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf]]:17: • Ore crushing plant; [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf]]:14:crushed stone and surface water would drain into the underlying material without the need for a formal [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf]]:14: crushed on site and re-used as fill as part of the proposed scheme (or by STDC within the wider [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf]]:14: • Demolition of live substation. The building materials are proposed to be crushed and re-used on [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf]]:15: • Importation of approximately 25,000m3 of crushed stone to form the surfacing of the quay. [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf]]:22: 11,500m3) to be crushed and re- landside materials within the riverbank carried out by the main works [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf]]:22:- Substation building to be crushed - 750m wharf with timber piles – likely to within pipework. [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf]]:24:Waste inert materials (for example concrete, bricks, rubble) could be crushed and processed in accordance [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:25:It is proposed that the quay would be surfaced with crushed stone, allowing surface water to drain into the [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:32:It is proposed that surface water would drain through the crushed stone on the quay deck into the underlying [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1388_P01 Construction Sequence.pdf|R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1388_P01 Construction Sequence.pdf]]:1: INSTALL QUAY INSTALL CRUSHED ROCK SURFACING [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf|R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf]]:8: 1959 to 1964 there was a slag crushing works partially within the north of the site. In 1968 the [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf|R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf]]:9: an ore crushing plant (later a ferro manganese crushing plant) to the south and the Teesside [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf|R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf]]:11: heavy lift areas which would have a concrete surface. Approximately 25,000m3 of crushed stone [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf|R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf]]:11: through the crushed stone into the underlying material without the need for a formal drainage [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_18. Air quality.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_18. Air quality.pdf]]:12: be crushed on site and re-used as fill for the proposed scheme. [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:5:slag crushing works partially within the north of the site. In 1968 the oil depot developed to the north east [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:5:at Teesport to the north, an ore crushing plant (later a ferro manganese crushing plant) to the south and the [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:6:plant (formerly slag crushing works). Potential off-site sources include former industrial uses including a [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:6:Sheet and Galvanising Works, slag crushing works, ore crushing plant, dockyards including saw and timber [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:7: • Importation of approximately 25,000m3 of crushed stone onto the site to form the surfacing of the [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:17:Between1959 to 1964 there was a slag crushing works partially within the north of the site. In 1968 the oil [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:17:20th century including the construction of a tank farm at Teesport to the north, an ore crushing plant (later a [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:17:ferro manganese crushing plant) to the south and the Teesside Works Cleveland (steel works). [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:20:1959 – 1964 (OS Adjacent to Teesport are buildings labelled Slag Crushing Works (partially on and off site). [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:20:1:1,250 and OS south of the pumping station is no longer shown. station is labelled ore crushing plant with tracks running [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:20: buildings. This ore crushing plant became a ferro manganese [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:20: crushing plant in 1966 according to CH2M, 2017. [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:21:1981 (OS Map Slag Crushing Works (on and off site) is now labelled ‘Works’. [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:21: House has also been demolished. The ore crushing plant is no longer labelled. South east [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:21: of the former ore crushing plant are further buildings with [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:27:Slag crushing works (former) [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:28:Slag crushing works (100 m north) [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:28:Ore crushing plant (ferro manganese crushing [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:30: Moderate to crushed stone which would break the linkage [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:32: crushed stone which would break the linkage [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:36: unsaturated Low Risk former slag crushing works and current site usage as [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:36:Slag crushing works / currently Deposits); Secondary [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:39:plant (formerly slag crushing works). Potential off-site sources include former industrial uses including a [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:39:Sheet and Galvanising Works, slag crushing works, ore crushing plant, dockyards including saw and timber [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:39:of crushed stone onto the site to provide surfacing. Following construction, risks to human health or [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:39:Where soils remain, these will be covered with crushed stone or hardstanding. Further investigation is [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf]]:2:crushed on site and re-used as fill as part of the proposed scheme (or by STDC within the wider development [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf]]:2:proposed to be crushed and re-used on site as fill. Services feeding into and out of the substation will be [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf]]:4: MAIN WALL CRUSHED STONE SURFACING [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf]]:5: MADE GROUND TO ASDO500 M120 / 110 600mm THK CRUSHED [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf]]:6:which would have a concrete surface. Approximately 25,000m3 of crushed stone is proposed to be imported [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf]]:12: INSTALL QUAY INSTALL CRUSHED ROCK SURFACING [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf]]:13: o Concrete crusher (land-based plant) [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf]]:13: o Concrete crusher (land-based plant) [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf]]:17:It is anticipated that the quay would be surfaced with crushed stone. Surface water would drain through the [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf]]:17:crushed stone into the underlying material without the need for a formal drainage system. [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_22. Climate change.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_22. Climate change.pdf]]:7: (crushed stone) [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_22. Climate change.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_22. Climate change.pdf]]:7:from demolition works would be crushed on site and reused as fill as part of the proposed scheme. It is also [[this>Teesworks/Planning/R-2020-0685-ESM/R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_22. Climate change.pdf|R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_22. Climate change.pdf]]:8: Concrete crusher 50 149 [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-TN-WM-0001_S2_P01.3 Soil Stockpiling Outline and Regulatory Regime.PDF|R-2019-0427-FFM-41825-WOOD-XX-XX-TN-WM-0001_S2_P01.3 Soil Stockpiling Outline and Regulatory Regime.PDF]]:2:This trial was on crushed excavated spoil to replicate the likely grading to be produced by the tunnel boring [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-TN-WM-0001_S2_P01.3 Soil Stockpiling Outline and Regulatory Regime.PDF|R-2019-0427-FFM-41825-WOOD-XX-XX-TN-WM-0001_S2_P01.3 Soil Stockpiling Outline and Regulatory Regime.PDF]]:2:machine which commenced operation in June 2019. The compaction trial identified the crushed Redcar [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:21: By 1968 an Ore Crushing Plant and associated conveyor and railway lines has been constructed 170m south [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:23:  Ore crushing and handling plant (North). [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:39: concluded that materials on site could be processed by crushing and screening to provide suitable [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:41: processing (screening, crushing) of site-won materials, along with localised contamination [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf]]:104:Noise and vibration will be associated principally with the breaking out and crushing of any hard materials [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-201920 Ecology report final.pdf|R-2019-0427-FFM-201920 Ecology report final.pdf]]:15:with the ground comprising crushed rubble with areas of concrete hardstanding. It is in the early [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-201920 Ecology report final.pdf|R-2019-0427-FFM-201920 Ecology report final.pdf]]:16:Area GP H3. The substrate in this area is a light soil which was dressed with crushed iron slag. It is [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:19: By 1968 an Ore Crushing Plant and associated conveyor and railway lines has been constructed 170m south [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:21:  Ore crushing and handling plant (North). [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:37: concluded that materials on site could be processed by crushing and screening to provide suitable [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:39: processing (screening, crushing) of site-won materials, along with localised contamination [[this>Teesworks/Planning/R-2019-0427-FFM/R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf|R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf]]:102:Noise and vibration will be associated principally with the breaking out and crushing of any hard materials [[this>Teesworks/Planning/R-2022-0186-CD/R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0301-A1-C01-South_Bank_Details_Sheet_1_of_4.pdf|R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0301-A1-C01-South_Bank_Details_Sheet_1_of_4.pdf]]:1: RECYCLED CRUSHED AGGREGATE [[this>Teesworks/Planning/R-2022-0186-CD/R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0301-A1-C01-South_Bank_Details_Sheet_1_of_4.pdf|R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0301-A1-C01-South_Bank_Details_Sheet_1_of_4.pdf]]:1: RECYCLED CRUSHED AGGREGATE HARD STANDING [[this>Teesworks/Planning/R-2022-0186-CD/R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0301-A1-C01-South_Bank_Details_Sheet_1_of_4.pdf|R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0301-A1-C01-South_Bank_Details_Sheet_1_of_4.pdf]]:1: RETAINING VEHICULAR RAMP 0.3m THICK CRUSHED RECYCLED GABION BASKET SERVICE CORRIDOR (DESIGNED BY OTHERS) [[this>Teesworks/Planning/R-2022-0186-CD/R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0303-A1-C01-South_Bank_Details_Sheet_3_of_4.pdf|R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0303-A1-C01-South_Bank_Details_Sheet_3_of_4.pdf]]:1: RECYCLED CRUSHED AGGREGATE HARD STANDING [[this>Teesworks/Planning/R-2022-0186-CD/R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0303-A1-C01-South_Bank_Details_Sheet_3_of_4.pdf|R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0303-A1-C01-South_Bank_Details_Sheet_3_of_4.pdf]]:1: 300mm THICK CRUSHED [[this>Teesworks/Planning/R-2022-0186-CD/R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0003-A1-C02-South_Bank_General_Arrangement_High_Tip_North.pdf|R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0003-A1-C02-South_Bank_General_Arrangement_High_Tip_North.pdf]]:1: RECYCLED CRUSHED AGGREGATE [[this>Teesworks/Planning/R-2022-0186-CD/R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0302-A1-C02-South_Bank_Details_Sheet_2_of_4.pdf|R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0302-A1-C02-South_Bank_Details_Sheet_2_of_4.pdf]]:1: RECYCLED CRUSHED AGGREGATE HARD STANDING [[this>Teesworks/Planning/R-2022-0186-CD/R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0302-A1-C02-South_Bank_Details_Sheet_2_of_4.pdf|R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0302-A1-C02-South_Bank_Details_Sheet_2_of_4.pdf]]:1: 0.3m THICK CRUSHED RECYCLED [[this>Teesworks/Planning/R-2022-0186-CD/R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0304-A1-C01-South_Bank_Details_Sheet_4_of_4.pdf|R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0304-A1-C01-South_Bank_Details_Sheet_4_of_4.pdf]]:1: CRUSHED RECYCLED AGGREGATE drawing take note of the above. [[this>Teesworks/Planning/R-2022-0186-CD/R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0304-A1-C01-South_Bank_Details_Sheet_4_of_4.pdf|R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0304-A1-C01-South_Bank_Details_Sheet_4_of_4.pdf]]:1: CRUSHED AGGREGATE MAINTAIN EMERGENCY ACCESS [[this>Teesworks/Planning/R-2022-0186-CD/R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0304-A1-C01-South_Bank_Details_Sheet_4_of_4.pdf|R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0304-A1-C01-South_Bank_Details_Sheet_4_of_4.pdf]]:1: RECYCLED CRUSHED AGGREGATE HARD STANDING [[this>Teesworks/Planning/R-2022-0186-CD/R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0002-A1-C02-South_Bank_General_Arrangement_High_Tip_West.pdf|R-2022-0186-CD-TW-SIZ-XX-JBAU-SB-00-DR-C-0002-A1-C02-South_Bank_General_Arrangement_High_Tip_West.pdf]]:1: RECYCLED CRUSHED AGGREGATE [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Geotechnical Risk Assessment .pdf|R-2021-0166-FFM-Geotechnical Risk Assessment .pdf]]:15: crushing of oversize material prior to replacement is likely to be the most economical solution; [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Geotechnical Risk Assessment .pdf|R-2021-0166-FFM-Geotechnical Risk Assessment .pdf]]:19: 1. Crushing, blending and replacement to improve character of the slag by dispersion/mixing with [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Geotechnical Risk Assessment .pdf|R-2021-0166-FFM-Geotechnical Risk Assessment .pdf]]:22: allow for crushing and reuse. The main aim of this will be to remove obstructions and therefore may [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Geotechnical Risk Assessment .pdf|R-2021-0166-FFM-Geotechnical Risk Assessment .pdf]]:22: excavation crushed slag deposits. NB. This solution could potentially cause disturbance of the made [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Geotechnical Risk Assessment .pdf|R-2021-0166-FFM-Geotechnical Risk Assessment .pdf]]:22:necessary to crush the larger fragments within the made ground in order to confirm to a suitable particle size [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Geotechnical Risk Assessment .pdf|R-2021-0166-FFM-Geotechnical Risk Assessment .pdf]]:27:damage of new of proposed structures. Bulk screening, crushing and processing the made ground to reduce [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Ground Remediation Options Report.pdf|R-2021-0166-FFM-Ground Remediation Options Report.pdf]]:10:ground level is the foundation level) including removal and crushing of relic structures and obstructions, [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Ground Remediation Options Report.pdf|R-2021-0166-FFM-Ground Remediation Options Report.pdf]]:11: • Excavated hard materials (such as concrete and brick) that may be crushed to produce suitable [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Ground Remediation Options Report.pdf|R-2021-0166-FFM-Ground Remediation Options Report.pdf]]:11:Where appropriate, existing concrete, brick and other suitable building materials will be crushed as specified [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Ground Remediation Options Report.pdf|R-2021-0166-FFM-Ground Remediation Options Report.pdf]]:18:This approach involves the excavation of the slag rich or refractory materials, the material is crushed, screened [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Ground Remediation Options Report.pdf|R-2021-0166-FFM-Ground Remediation Options Report.pdf]]:18:It may be possible to accelerate the expansion of slags by crushing and hydration however this has not been [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Ground Remediation Options Report.pdf|R-2021-0166-FFM-Ground Remediation Options Report.pdf]]:20: • Screening and crushing of Made Ground materials in order to make suitable for reuse. [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Ground Remediation Options Report.pdf|R-2021-0166-FFM-Ground Remediation Options Report.pdf]]:20: arising, crushed concrete or imported fill. [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Ground Remediation Options Report.pdf|R-2021-0166-FFM-Ground Remediation Options Report.pdf]]:21:is not in place then an EA Standard Rules Permit for the low risk crushing and screening of materials will be [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Ground Remediation Options Report.pdf|R-2021-0166-FFM-Ground Remediation Options Report.pdf]]:22:and crushed for re-use on site. Materials which are impacted with contaminants to levels above the defined [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Ground Remediation Options Report.pdf|R-2021-0166-FFM-Ground Remediation Options Report.pdf]]:22:Made Ground materials will require size screening and crushing to enable reuse. Any deleterious materials [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Ground Remediation Options Report.pdf|R-2021-0166-FFM-Ground Remediation Options Report.pdf]]:26:materials as far as practicable and stockpiled separately. Material should be crushed to 6f2 and reused in [[this>Teesworks/Planning/R-2021-0166-FFM/R-2021-0166-FFM-Ground Remediation Options Report.pdf|R-2021-0166-FFM-Ground Remediation Options Report.pdf]]:26:will be crushed for reuse, while deleterious material will be removed from site. All remaining material will be [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-OFFICER REPORT.pdf|R-2022-0494-FFM-OFFICER REPORT.pdf]]:2:000001). An approach ramp made up of crushed aggregate will be in place at [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-Temporary Bridge Pland and Sections General Arrangement.pdf|R-2022-0494-FFM-Temporary Bridge Pland and Sections General Arrangement.pdf]]:2: 1:2 SLOPE OF CRUSHED [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-Temporary Bridge Pland and Sections General Arrangement.pdf|R-2022-0494-FFM-Temporary Bridge Pland and Sections General Arrangement.pdf]]:2: 1:2 SLOPE OF CRUSHED AGGREGATE/STONE [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-Temporary Bridge Pland and Sections General Arrangement.pdf|R-2022-0494-FFM-Temporary Bridge Pland and Sections General Arrangement.pdf]]:2: 1:2 SLOPE OF CRUSHED 1:2 SLOPE OF CRUSHED [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:18:available at the time of writing. Compaction testing showed the slag appeared to crush when compacted. [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:18:Petrology results will assess the material composition of the slag and allow comment on whether the crushing [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:20:Slag was noted to crush under compaction, this will need to be further assessed. Petrology data is pending [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-21089271_1.pdf|R-2022-0494-FFM-21089271_1.pdf]]:20:in Series 600 SHW. However, material was noted to crush during lab compaction testing (4.5kg method) which [[this>Teesworks/Planning/R-2022-0494-FFM/R-2022-0494-FFM-Covering Letter.pdf|R-2022-0494-FFM-Covering Letter.pdf]]:3:ATK-SBR-B16-DR-CB-000001). An approach ramp made up of crushed aggregate will be in place at [[this>Teesworks/Planning/R-2021-0855-CD/R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf|R-2021-0855-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02_SB_DQRA_Part1.pdf]]:14: currently being demolished on SBA is labelled as a ferro-manganese crushing plant. [[this>Teesworks/Planning/R-2020-0281-PND/R-2020-0281-PND-officer report 0281.pdf|R-2020-0281-PND-officer report 0281.pdf]]:2:• Crushing of demolition rubble to 6f2 specification and infill of voids; [[this>Teesworks/Planning/R-2020-0281-PND/R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF|R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF]]:3:3.6. Grubbing up foundations and crushing. 12 [[this>Teesworks/Planning/R-2020-0281-PND/R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF|R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF]]:5:  Crushing of demolition rubble to Class 6F2 specification and infill of voids. [[this>Teesworks/Planning/R-2020-0281-PND/R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF|R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF]]:6:voids backfilled utilising on site crush material. The brick work to the buildings is to be crushed to a 6F2 [[this>Teesworks/Planning/R-2020-0281-PND/R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF|R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF]]:7: 5 tonne crushing bucket . [[this>Teesworks/Planning/R-2020-0281-PND/R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF|R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF]]:7: 1 x Crusher operator [[this>Teesworks/Planning/R-2020-0281-PND/R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF|R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF]]:12:crushed into a 6F2 product using an excavator mounted crushing bucket or processing plant. This material will [[this>Teesworks/Planning/R-2020-0281-PND/R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF|R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF]]:12:3.6. Grubbing up foundations and crushing. [[this>Teesworks/Planning/R-2020-0281-PND/R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF|R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF]]:12: All concrete will be processed to remove steel reinforcing bars ready for crushing. [[this>Teesworks/Planning/R-2020-0281-PND/R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF|R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF]]:12: Material will be stockpiled in a windrow ready for crushing. [[this>Teesworks/Planning/R-2020-0281-PND/R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF|R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF]]:12: Grade off footprint of building by utilising crush to taper off slab edges. [[this>Teesworks/Planning/R-2020-0281-PND/R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF|R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF]]:12: All brick and concrete will be crushed to a 6F2 Specification and stockpiled on site in the designated area. [[this>Teesworks/Planning/R-2020-0281-PND/R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF|R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF]]:12: The crusher will be positioned on firm level ground as required as per the safe working procedure. [[this>Teesworks/Planning/R-2020-0281-PND/R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF|R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF]]:12: Water supply connected to the crusher and dust suppression used as required as crushing is carried out. [[this>Teesworks/Planning/R-2022-0205-SC/R-2022-0205-SC-Screening Opinion Response.pdf|R-2022-0205-SC-Screening Opinion Response.pdf]]:3:that a small excavator would perform crushing of rubble, concrete, and excavated [[this>Teesworks/Planning/R-2022-0205-SC/R-2022-0205-SC-Screening Opinion Response.pdf|R-2022-0205-SC-Screening Opinion Response.pdf]]:3:foundations would then be excavated, removed, and backfilled with crushed material. [[this>Teesworks/Planning/R-2022-0205-SC/R-2022-0205-SC-Screening Opinion Response.pdf|R-2022-0205-SC-Screening Opinion Response.pdf]]:4:  Total concrete / crushed concrete / soil to be removed from site = approximately [[this>Teesworks/Planning/R-2022-0205-SC/R-2022-0205-SC-Screening Opinion Report.pdf|R-2022-0205-SC-Screening Opinion Report.pdf]]:4:a small excavator would perform crushing of rubble, concrete, and excavated material on [[this>Teesworks/Planning/R-2022-0205-SC/R-2022-0205-SC-Screening Opinion Report.pdf|R-2022-0205-SC-Screening Opinion Report.pdf]]:4:then be excavated, removed, and backfilled with crushed material. [[this>Teesworks/Planning/R-2022-0205-SC/R-2022-0205-SC-Screening Opinion Report.pdf|R-2022-0205-SC-Screening Opinion Report.pdf]]:4:  Total concrete / crushed concrete / soil to be removed from site = approximately [[this>Teesworks/Planning/R-2022-0205-SC/R-2022-0205-SC-Screening Opinion Report.pdf|R-2022-0205-SC-Screening Opinion Report.pdf]]:8:a small excavator would perform crushing of rubble, concrete, and excavated material on [[this>Teesworks/Planning/R-2022-0205-SC/R-2022-0205-SC-Screening Opinion Report.pdf|R-2022-0205-SC-Screening Opinion Report.pdf]]:8:then be excavated, removed, and backfilled with crushed material. [[this>Teesworks/Planning/R-2022-0205-SC/R-2022-0205-SC-Screening Opinion Report.pdf|R-2022-0205-SC-Screening Opinion Report.pdf]]:8:  Total concrete / crushed concrete / soil to be removed from site = approximately [[this>Teesworks/Planning/R-2022-0205-SC/R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf|R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf]]:17: small excavator would perform crushing of rubble, concrete, and excavated material on [[this>Teesworks/Planning/R-2022-0205-SC/R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf|R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf]]:17: then be excavated, removed, and backfilled with crushed material. [[this>Teesworks/Planning/R-2022-0205-SC/R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf|R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf]]:19:  Total concrete / crushed concrete / soil to be removed from site = approximately [[this>Teesworks/Planning/R-2022-0205-SC/R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf|R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf]]:35: marine and onshore components including metal structures, from the crushing of [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf|R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf]]:9:vicinity of the Sinter, Ore Blending, and Coke Crushing Plants. The Ordnance Survey (OS) National Grid [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf|R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf]]:26:  Crushing and Blending Plant [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf|R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf]]:70: The coke crushing plant prepared [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf|R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf]]:70: Coke crushing CH2M Desk Study, Industry [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf|R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf]]:82:The samples were primary crushed to reduce particle size down to <50mm, [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf|R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf]]:82:The dried material was subjected to a regime of stage crushing and quartering to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf|R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf]]:91:Polished blocks were prepared using particulate material crushed to a nominal [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf|R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf]]:101:The fourteen samples were primary crushed to reduce particle size down to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf|R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf]]:101:weight. The dried material was subjected to a regime of stage crushing and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf|R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf]]:108:Polished blocks were prepared using particulate material crushed to a nominal [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf|R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf]]:117:The samples were primary crushed to reduce particle size down to <50mm, [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf|R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf]]:117:The dried material was subjected to a regime of stage crushing and quartering to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf|R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf]]:126:Polished blocks were prepared using particulate material crushed to a nominal [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Officer Report 1048.pdf|R-2021-1048-FFM-Officer Report 1048.pdf]]:2:the subsurface, removal and crushing of relic structures and obstructions, [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Officer Report 1048.pdf|R-2021-1048-FFM-Officer Report 1048.pdf]]:2:appropriate and crushed in line with the approach set out in the Remediation [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf|R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf]]:36:refer to crushing of materials into an aggregate under [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf|R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf]]:36:Concrete and brick materials from demolished buildings on Slag rich Made Ground will be crushed in accordance with DoWCoP. Slag rich Made Ground is to be re-used [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf|R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf]]:36:the site of origin can be crushed and re-used under CLAIRE at the site in accordance with the agreement with the EA dated 15 December 2020. Slag rich Made Ground [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf|R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf]]:36:DoW CoP. However, no other materials can be crushed and will be crushed into general fill in accordance with the Earthworks Specification to ensure the material is [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf]]:14: Potentially Expansive Refractory Materias) refer to crushing materials into [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf]]:15:be crushed and re-used under CL: AIRE DoW CoP. However, no other materials [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf]]:15:can be crushed and re-used. Any surplus crushed concrete and brick aggregate [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-CO-ZZ-0486-01-Net_Zero_Rem_Clarification_EA.pdf]]:15:Inert materials can be crushed and re-used on site under the WRAP Quality [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:87:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:99:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:113:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:126:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:137:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:151:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:163:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:170:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:186:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual REPORT SSI 2.pdf|R-2021-1048-FFM-Factual REPORT SSI 2.pdf]]:203:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-63262_01 NZT Site Remediation Cover Letter - 30.11.21.PDF|R-2021-1048-FFM-63262_01 NZT Site Remediation Cover Letter - 30.11.21.PDF]]:2:within the subsurface, removal and crushing of relic structures and obstructions, removal and treatment of [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-63262_01 NZT Site Remediation Cover Letter - 30.11.21.PDF|R-2021-1048-FFM-63262_01 NZT Site Remediation Cover Letter - 30.11.21.PDF]]:2:the site. The subsurface material removed will be screened, separated, treated as appropriate and crushed in [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-63262_01 NZT Site Remediation Cover Letter - 30.11.21.PDF|R-2021-1048-FFM-63262_01 NZT Site Remediation Cover Letter - 30.11.21.PDF]]:5:The proposed remediation strategy comprises the excavation and crushing of hardstanding and other [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Earthworks Specification.pdf|R-2021-1048-FFM-Earthworks Specification.pdf]]:6:to the depths (bfl) indicated in Figure 2, including removal and crushing of relic structures and obstructions, [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Earthworks Specification.pdf|R-2021-1048-FFM-Earthworks Specification.pdf]]:15: processed through a screen or a crusher to process material into [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Earthworks Specification.pdf|R-2021-1048-FFM-Earthworks Specification.pdf]]:15: Structures Concrete and masonry structures will be crushed and processed into [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Earthworks Specification.pdf|R-2021-1048-FFM-Earthworks Specification.pdf]]:19: crushed gravel, crushed rock, [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Earthworks Specification.pdf|R-2021-1048-FFM-Earthworks Specification.pdf]]:19: crushed concrete, chalk, well [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Earthworks Specification.pdf|R-2021-1048-FFM-Earthworks Specification.pdf]]:21: Selected A2 (crushed concrete) requirements [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Earthworks Specification.pdf|R-2021-1048-FFM-Earthworks Specification.pdf]]:21: Granular Fill A3 (crushed bricks, masonry) Tab 6/4 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Earthworks Specification.pdf|R-2021-1048-FFM-Earthworks Specification.pdf]]:26:processed by screening and crushing for use as a secondary aggregate. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0520-03-Land West of Warrenby Redcar Preliminary Risk Assessment.pdf]]:8:site won materials will be used to create the development platform, this may include crushing, screening and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf|R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf]]:6: Potentially Expansive Refractory Materias) refer to crushing materials into [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf|R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf]]:7:be crushed and re-used under CL: AIRE DoW CoP. However, no other materials [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf|R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf]]:7:can be crushed and re-used. Any surplus crushed concrete and brick aggregate [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf|R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf]]:7:Inert materials can be crushed and re-used on site under the WRAP Quality [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:4: 3.7.4 Coke Crushing and Blending Plant ...................................................................... 3-6 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:5: 4.1.6 Coke Crushing and Blending Plant ...................................................................... 4-2 [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:9:remaining material, mainly free of expansive slag. This slag can then be processed by crushing and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:14: Coke Crushing Plant RCO-5444 British Steel Arrangement and details including conveyor layouts [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:17: Sinter plant, stockyards and coke crushing plant are shown in similar layout to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:19: NZ52NE51 BH 3504 Excavated by Soil Mechanics on West, within Coke Crushing Plant [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:22:3.7.4 Coke Crushing and Blending Plant [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:22:The coke crushing plant and ancillary equipment occupies an area of approximately 1.5 Ha in the [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:28:4.1.6 Coke Crushing and Blending Plant [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:28:Coke was produced in the ovens to the north of SSI1. The coke crushing plant prepared material for [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:31: Coke Crushing and Blending Metals Various metals ✓ [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:33: Coke Crushing and Blending Coke/Coal ✓ ✓ Low [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:35:Material containing slag may be “conditioned”, by its excavation, crushing to a suitable grading, and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:39: Coke crushing plant 14 Trial pits 3 no boreholes to 15m or Standpipes in selected boreholes to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:69: Crushing Human Health - Construction workers [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf|R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf]]:72: Metals & Flue Crushing Surface water Human health - Future/End users of [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf]]:19:conducted down to the depths (bfl) indicated in Figure 1, including removal and crushing of relic [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf]]:22: • Excavated hard materials (such as concrete and brick) that may be crushed to produce [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf]]:22:materials will be crushed (under the MMP) to an acceptable material as specified in the Earthworks [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf]]:24: • Screening and crushing of Made Ground materials in order to make them suitable for reuse; [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf]]:24: demolition arising, crushed concrete or imported fill. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf]]:25:for mobile plant is not in place then an EA Standard Rules Permit for the low risk crushing and screening [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf]]:26:removed and crushed for re-use on site. Materials which are impacted with contaminants to levels [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf]]:26:Made Ground materials will require size screening and crushing to enable reuse. Any deleterious [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf]]:29: crushed site aggregate [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf]]:30: crushed site aggregate [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf]]:33:should be crushed to an acceptable material as specified in the Earthworks Specification [Arcadis [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf]]:33:material will be crushed for reuse, while deleterious material will be removed from site. All remaining [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:46:• Coke crushing / blending (west of the Site), [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:374: is fine to coarse and includes crushed slag. Gravel is fine to coarse [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:390:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:398: rootlets. Sand is fine to coarse and includes crushed slag. Gravel is [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:398:0.50 ES3 boulder content. Sand is fine to coarse and includes crushed slag. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:401: rootlets. Sand is fine to coarse and includes crushed slag. Gravel is [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:401:0.55 J3 low boulder content. Sand is fine to coarse and includes crushed [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:404: rootlets. Sand is fine to coarse and includes crushed slag. Gravel is [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:404:0.50 PID <0.1ppm Sand is fine to coarse and includes crushed slag. Gravel is fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:404:1.45 J8 boulder content. Sand is fine to coarse and includes crushed slag. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:410:0.20 J1 Sand is fine to coarse and includes crushed slag. Gravel is fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:410:0.50 PID <0.1ppm Sand is fine to coarse and includes crushed slag. Gravel is fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:413:0.20 J1 Sand is fine to coarse and includes crushed slag. Gravel is fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf]]:413:0.70 J5 crushed slag. Gravel is fine to coarse subangular and includes slag. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:18: Can be indented by thumbnail. Gravel sized Very Weak Lumps can be crushed [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:18: lumps crush between finger and thumb. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:709:The samples were primary crushed to reduce particle size down to <50mm, [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:709:The dried material was subjected to a regime of stage crushing and quartering to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:718:Polished blocks were prepared using particulate material crushed to a nominal [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:835:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:944:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:974: (overnight). Dried samples are crushed in a jaw crusher, if [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:990: Soils are air-dried and crushed before being subjected to a [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:998: preferably by jaw crushing. The material is then mixed and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf|R-2021-1048-FFM-4153 & 4154 Area A Former Steelworks Redcar Contract 1 & 2 (Area A) (Final report).pdf]]:998: prior to crushing to <212 microns. If there is excessive [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:22: 0.6-1.0 Gravel sized lumps crush between [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:22: weak crushed between finger and thumb. (0.6-1.0) [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:328: rootlets. Sand is fine to coarse and includes crushed slag. Gravel is [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:328:0.50 ES3 boulder content. Sand is fine to coarse and includes crushed slag. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:331: rootlets. Sand is fine to coarse and includes crushed slag. Gravel is [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:331:0.55 J3 low boulder content. Sand is fine to coarse and includes crushed [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:334: rootlets. Sand is fine to coarse and includes crushed slag. Gravel is [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:334:0.50 PID <0.1ppm Sand is fine to coarse and includes crushed slag. Gravel is fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:334:1.45 J8 boulder content. Sand is fine to coarse and includes crushed slag. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:340:0.20 J1 Sand is fine to coarse and includes crushed slag. Gravel is fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:340:0.50 PID <0.1ppm Sand is fine to coarse and includes crushed slag. Gravel is fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:343:0.20 J1 Sand is fine to coarse and includes crushed slag. Gravel is fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:343:0.70 J5 crushed slag. Gravel is fine to coarse subangular and includes slag. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:837:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:853:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:863:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:884:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:903:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:916:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:941:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:948:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:963:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:976:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1006:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1018:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1026:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1034:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1042:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1049:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1082:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1095:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1106:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1118:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1130:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1144:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1156:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1171:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1185:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf|R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf]]:1198:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF|R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF]]:105: crushing or piercing or the case, as well as extreme heat. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF|R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF]]:106: resulting in crushing or piercing of the case, as well as extreme heat. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF|R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF]]:106: subjected to a high impact or sufficient pressure resulting in crushing or piercing of the case, as well [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF|R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF]]:107: in crushing or piercing of the case, as well as extreme heat. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF|R-2021-1048-FFM-UXO NS051-CV-REP-000-00001_Rev A01(18435).PDF]]:107: a risk mishandled, subjected to a high impact or sufficient pressure resulting in crushing or piercing of [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:48: Coke crushing / blending (west of the Site), [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:382: is fine to coarse and includes crushed slag. Gravel is fine to coarse [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:398:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:406: rootlets. Sand is fine to coarse and includes crushed slag. Gravel is [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:406:0.50 ES3 boulder content. Sand is fine to coarse and includes crushed slag. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:409: rootlets. Sand is fine to coarse and includes crushed slag. Gravel is [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:409:0.55 J3 low boulder content. Sand is fine to coarse and includes crushed [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:412: rootlets. Sand is fine to coarse and includes crushed slag. Gravel is [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:412:0.50 PID <0.1ppm Sand is fine to coarse and includes crushed slag. Gravel is fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:412:1.45 J8 boulder content. Sand is fine to coarse and includes crushed slag. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:418:0.20 J1 Sand is fine to coarse and includes crushed slag. Gravel is fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:418:0.50 PID <0.1ppm Sand is fine to coarse and includes crushed slag. Gravel is fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:421:0.20 J1 Sand is fine to coarse and includes crushed slag. Gravel is fine to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf]]:421:0.70 J5 crushed slag. Gravel is fine to coarse subangular and includes slag. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:9:remaining material, mainly free of expansive slag. This slag can then be processed by crushing and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf|R-2021-1048-FFM-SSI2 Desk Study_Final(1).pdf]]:43:Material containing slag may be “conditioned”, by its excavation, crushing to a suitable grading, and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf]]:41: Coke crushing / blending (west of the Site), [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:62: plastic, crushed glass, shredded plastic, plastic pellets [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:98: and crushed brick [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:147: material (lighter) and possibly crushed silica bricks. Rare [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:149: Reddish brown, red brick, crushed [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:309:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:322:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:335:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:349:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:363:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:376:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:390:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:400:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:413:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:435:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:446:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:452:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:468:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:476:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:490:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:504:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:527:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:535:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:547:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:559:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:580:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:593:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:603:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:615:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:631:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:648:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:660:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:666:The fourteen samples were primary crushed to reduce particle size down to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:666:weight. The dried material was subjected to a regime of stage crushing and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-Factual Report SSI 1.pdf|R-2021-1048-FFM-Factual Report SSI 1.pdf]]:673:Polished blocks were prepared using particulate material crushed to a nominal [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf]]:19:conducted down to the depths (bfl) indicated in Figure 1, including removal and crushing of relic [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf]]:22: • Excavated hard materials (such as concrete and brick) that may be crushed to produce [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf]]:22:materials will be crushed (under the MMP) to an acceptable material as specified in the Earthworks [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf]]:24: • Screening and crushing of Made Ground materials in order to make them suitable for reuse; [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf]]:24: demolition arising, crushed concrete or imported fill. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf]]:25:for mobile plant is not in place then an EA Standard Rules Permit for the low risk crushing and screening [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf]]:26:removed and crushed for re-use on site. Materials which are impacted with contaminants to levels [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf]]:26:Made Ground materials will require size screening and crushing to enable reuse. Any deleterious [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf]]:30: crushed site aggregate [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf]]:31: crushed site aggregate [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf]]:34:should be crushed to an acceptable material as specified in the Earthworks Specification [Arcadis [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf|R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf]]:34:material will be crushed for reuse, while deleterious material will be removed from site. All remaining [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:7:Material containing slag may be ‘conditioned’, by its excavation, crushing to a suitable grading and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:54:Material containing slag may be ‘conditioned’, by its excavation, crushing to a suitable grading and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:66:The fourteen samples were primary crushed to reduce particle size down to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:66:weight. The dried material was subjected to a regime of stage crushing and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:73:Polished blocks were prepared using particulate material crushed to a nominal [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:82:The samples were primary crushed to reduce particle size down to <50mm, [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:82:The dried material was subjected to a regime of stage crushing and quartering to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:91:Polished blocks were prepared using particulate material crushed to a nominal [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:160: plastic, crushed glass, shredded plastic, plastic pellets [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:196: and crushed brick [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:245: material (lighter) and possibly crushed silica bricks. Rare [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:247: Reddish brown, red brick, crushed [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:407:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:420:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:433:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:447:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:461:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:474:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:488:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:498:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:511:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:533:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:544:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:550:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:566:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:574:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:588:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:602:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:625:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:633:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:645:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:657:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:678:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:691:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:701:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:713:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:729:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:746:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:758:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:764:The fourteen samples were primary crushed to reduce particle size down to [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:764:weight. The dried material was subjected to a regime of stage crushing and [[this>Teesworks/Planning/R-2021-1048-FFM/R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf|R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf]]:771:Polished blocks were prepared using particulate material crushed to a nominal [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf]]:60:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf]]:67: (overnight). Dried samples are crushed in a jaw crusher, if [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf]]:83: Soils are air-dried and crushed before being subjected to a [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf]]:91: preferably by jaw crushing. The material is then mixed and [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part2.pdf]]:91: prior to crushing to <212 microns. If there is excessive [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment.pdf]]:7:to slab level, with concrete foundations, roadways and crushed aggregate, including steelmaking wastes, [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:46: Can be indented by thumbnail. Gravel sized Very Weak Lumps can be crushed [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:46: lumps crush between finger and thumb. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:61:7.00-8.00 B2 at c.7.00-8.00m BGL ... driller notes 'large crushed metal'. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:1304:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:1349: (overnight). Dried samples are crushed in a jaw crusher, if [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:1365: Soils are air-dried and crushed before being subjected to a [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:1373: preferably by jaw crushing. The material is then mixed and [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:1373: prior to crushing to <212 microns. If there is excessive [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:1396:The samples were primary crushed to reduce particle size down to <50mm, [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:1396:The dried material was subjected to a regime of stage crushing and quartering to [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:1404:Polished blocks were prepared using particulate material crushed to a nominal [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:1408:Polished blocks were prepared using particulate material crushed to a nominal [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf]]:16: 0.6-1.0 Gravel sized lumps crush between [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000005_App_B-2_Part1.pdf]]:16: weak crushed between finger and thumb. (0.6-1.0) [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf]]:43:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf]]:50: (overnight). Dried samples are crushed in a jaw crusher, if [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf]]:66: Soils are air-dried and crushed before being subjected to a [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf]]:74: preferably by jaw crushing. The material is then mixed and [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part12.pdf]]:74: prior to crushing to <212 microns. If there is excessive [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:16: Can be indented by thumbnail. Gravel sized Very Weak Lumps can be crushed [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:16: lumps crush between finger and thumb. (<1.25) between fingers [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000004_App_B-1_Part1.pdf]]:31:7.00-8.00 B2 at c.7.00-8.00m BGL ... driller notes 'large crushed metal'. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:10:to slab level with concrete foundations, roadways and crushed aggregate including steelmaking wastes [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:465:7.00-8.00 B2 at c.7.00-8.00m BGL ... driller notes 'large crushed metal'. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-Phase II ESA.pdf|R-2021-0100-CD-Phase II ESA.pdf]]:727:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-0100-CD/R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf|R-2021-0100-CD-STDC_HWY-ATK-HGT-PR-RP-CE-000001_C01.pdf]]:11:Arcadis that existing concrete, brick and other suitable building materials will be crushed to 6F2 as specified by [[this>Teesworks/Planning/R-2021-0753-FFM/R-2021-0753-FFM-Arcadis GI and Drainage(1).pdf|R-2021-0753-FFM-Arcadis GI and Drainage(1).pdf]]:23:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-0753-FFM/R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf]]:13:The proposed remedial strategy comprises the excavation and crushing of hardstanding (where [[this>Teesworks/Planning/R-2021-0753-FFM/R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf]]:13:of the Made Ground is to be conducted down to 7.0mAOD, including removal and crushing of relic [[this>Teesworks/Planning/R-2021-0753-FFM/R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf]]:16: • Excavated hard materials (such as concrete and brick) that may be crushed to produce [[this>Teesworks/Planning/R-2021-0753-FFM/R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf]]:16:Where appropriate, existing concrete, brick and other suitable building materials will be crushed to a [[this>Teesworks/Planning/R-2021-0753-FFM/R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf]]:18: • Screening and crushing of Made Ground materials in order to make them suitable for reuse. [[this>Teesworks/Planning/R-2021-0753-FFM/R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf]]:18: demolition arising, crushed concrete or imported fill. [[this>Teesworks/Planning/R-2021-0753-FFM/R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf]]:19:for mobile plant is not in place then an EA Standard Rules Permit for the low risk crushing and screening [[this>Teesworks/Planning/R-2021-0753-FFM/R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf]]:20:removed and crushed for re-use on site. Materials which are impacted with contaminants to levels [[this>Teesworks/Planning/R-2021-0753-FFM/R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf]]:20:Made Ground materials will require size screening and crushing to enable reuse. Any deleterious [[this>Teesworks/Planning/R-2021-0753-FFM/R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf]]:23: crushed site aggregate [[this>Teesworks/Planning/R-2021-0753-FFM/R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf]]:24: crushed site aggregate [[this>Teesworks/Planning/R-2021-0753-FFM/R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf]]:26:should be crushed to 6f2 or similar suitable material class and reused in areas identified by STDC as [[this>Teesworks/Planning/R-2021-0753-FFM/R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf]]:28:material will be crushed for reuse, while deleterious material will be removed from site. All remaining [[this>Teesworks/Planning/R-2021-0753-FFM/R-2021-0753-FFM-Teesworks Freeport - Cover Letter 18.08.21.pdf|R-2021-0753-FFM-Teesworks Freeport - Cover Letter 18.08.21.pdf]]:3:up to 2.5m below finished level. This will include removal and crushing of relic structures and obstructions, [[this>Teesworks/Planning/R-2021-0753-FFM/R-2021-0753-FFM-Arcadis GI and Drainage.pdf|R-2021-0753-FFM-Arcadis GI and Drainage.pdf]]:23:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:23: By 1968 an Ore Crushing Plant and associated conveyor and railway lines has been constructed 170m south [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:25:  Ore crushing and handling plant (North). [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:41: concluded that materials on site could be processed by crushing and screening to provide suitable [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:43: processing (screening, crushing) of site-won materials, along with localised contamination [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:106:Noise and vibration will be associated principally with the breaking out and crushing of any hard materials [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:257:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:267:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:280:Yellow 4 or Y4), and utilised by both STSC and CRH plc (Tarmac). A large stockpile of crushed and [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:326: 4.1.19 Slag Processing Works – Includes Basic Slag Works and Slag Crushing Works, Slag [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:331:remaining material, mainly free of expansive slag. This slag can then be processed by crushing and [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:349: Slag Crushing Works is located to the east, with an associated Jetty on the river [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:349: An Ore Crushing Plant and associated Conveyor and railway lines/sidings has been [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:350: northeast of the Oil Depot located on the south bank, with the Slag Crushing [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:350: An Ore Crushing Plant 170m south of Riverside Pumping Station is now a Ferro‐ [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:350: Blending, Screening and Crushing Houses associated with the Sinter Plant. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:350: shown within the area of the Slag Crushing Works, now referred to as South [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:350: and cross the area of the Slag Crushing Works before crossing the River Tees. The [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:366:Crusher House. The buildings have been demolished and the area is currently used to stockpile materials [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:368:areas and Crush House remain. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:385:materials from the surrounding iron and steel industries of the time. Crushed slag is likely to have been [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:386:4.1.19 Slag Processing Works – Includes Basic Slag Works and Slag Crushing [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:387:was produced by grinding the slag down to an appropriate size within the Slag Crushing Works. [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:418:Material containing slag may be “conditioned”, by its excavation, crushing to a suitable grading, and [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf]]:493:will crush the steel slag and therefore it will not be possible to obtain soil samples. The [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf|R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf]]:18: Crushing Plant and associated conveyor [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf|R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf]]:24: 8 Ore crushing and handling plant (North). [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter B - July 2020.pdf|R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter B - July 2020.pdf]]:9: sheds, a substation, crushing plant, a raised section of road and bridge, two electricity [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix F - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix F - July 2020.pdf]]:3: or timber) construction material • on-site crushing and screening [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter J - July 2020.pdf|R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter J - July 2020.pdf]]:17: together with the ongoing mineral extraction of sands, gravels, and crushed aggregate in the [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter J - July 2020.pdf|R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter J - July 2020.pdf]]:17: Furthermore, primary mineral extraction (i.e. sand, gravel, crushed aggregate) is likely to [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix D - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix D - July 2020.pdf]]:26: crushed building materials), this material has been added for the purpose of forming areas of [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-Planning Statement - July 2020.pdf|R-2020-0357-OOM-Planning Statement - July 2020.pdf]]:9: sheds, a substation, crushing plant, a raised section of road and bridge, two electricity pylons, [[this>Teesworks/Planning/R-2020-0357-OOM/R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix B - July 2020.pdf|R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix B - July 2020.pdf]]:4: • South east of the above is the former ferro manganese crushing plant, which is a rectangular [[this>Teesworks/Planning/R-2019-0767-OOM/R-2019-0767-OOM-Figure 6-4 Ecological Impacts.pdf|R-2019-0767-OOM-Figure 6-4 Ecological Impacts.pdf]]:1:of the top 2.5m of the site, crushing and replacing. Top soils will be [[this>Teesworks/Planning/R-2022-0454-CD/R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf|R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf]]:3: 3.4.3 Demolition and crushing .................................................................................................................... 11 [[this>Teesworks/Planning/R-2022-0454-CD/R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf|R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf]]:12:3.4.3 Demolition and crushing (Pile head) [[this>Teesworks/Planning/R-2022-0454-CD/R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf|R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf]]:3: 3.4.3 Demolition and crushing .................................................................................................................... 11 [[this>Teesworks/Planning/R-2022-0454-CD/R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf|R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf]]:12:3.4.3 Demolition and crushing (Pile head) [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf]]:13: Slag crushing and metal cleaning plant [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf]]:27:excavation and crushing of hardstanding and other impermeable obstructions within the Made Ground and [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf]]:52: Can be indented by thumbnail. Gravel sized Very Weak Lumps can be crushed [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf]]:52: lumps crush between finger and thumb. (<1.25) between fingers [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf]]:13: Slag crushing and metal cleaning plant [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf]]:27:excavation and crushing of hardstanding and other impermeable obstructions within the Made Ground and [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf]]:52: Can be indented by thumbnail. Gravel sized Very Weak Lumps can be crushed [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf]]:52: lumps crush between finger and thumb. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf]]:319:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf]]:326: (overnight). Dried samples are crushed in a jaw crusher, if [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf]]:342: Soils are air-dried and crushed before being subjected to a [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf]]:350: preferably by jaw crushing. The material is then mixed and [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf]]:350: prior to crushing to <212 microns. If there is excessive [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf]]:358:The samples were primary crushed to reduce particle size down to <50mm, [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf]]:358:The dried material was subjected to a regime of stage crushing and quartering to [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf]]:366:Polished blocks were prepared using particulate material crushed to a nominal size of – [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf]]:38:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf]]:45: (overnight). Dried samples are crushed in a jaw crusher, if [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf]]:61: Soils are air-dried and crushed before being subjected to a [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf]]:69: preferably by jaw crushing. The material is then mixed and [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf]]:69: prior to crushing to <212 microns. If there is excessive [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf]]:77:The samples were primary crushed to reduce particle size down to <50mm, [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf]]:77:The dried material was subjected to a regime of stage crushing and quartering to [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part2.pdf]]:85:Polished blocks were prepared using particulate material crushed to a nominal size of – [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf]]:14:OD), including removal and crushing of relic structures and obstructions, removal and treatment of [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf]]:16: • Excavated hard materials (such as concrete and brick) that may be crushed to produce [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf]]:16:Where appropriate, existing concrete, brick and other suitable building materials will be crushed to a [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf]]:16: • Excavated hard materials (such as concrete and brick) that may be crushed to produce [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf]]:16:Where appropriate, existing concrete, brick and other suitable building materials will be crushed to 6F2 [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf]]:23:is assumed to comprise the excavation and crushing of hardstanding and other impermeable [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf]]:24: • Screening and crushing of Made Ground materials and potentially expansive slag deposits in [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf]]:24: demolition arising, crushed concrete or imported fill. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf]]:26:removed and crushed for re-use on site. Materials which are impacted with contaminants to levels [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf]]:26:segregated and removed from the Metals Recovery Processing Area site and crushing to enable reuse. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:11: and brown colouration. The sand was noted to comprise of crushed [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:17: Slag crushing and metal cleaning plant [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:51: cobbles. Sand is fine to coarse and includes crushed slag. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:52: cobbles. Sand is fine to coarse and includes crushed slag. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:61: cobbles. Sand is fine to coarse and includes crushed slag. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:68: cobbles. Sand is fine to coarse and includes crushed slag. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:77: Sand is fine to coarse and includes crushed slag. Gravel is fine [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:84: (0.55) fine to coarse and includes crushed slag. Gravel is fine to coarse [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:84:0.80 B2(U1) Sand is fine to coarse and includes crushed slag. Gravel is fine [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:94: cobbles. Sand is fine to coarse and includes crushed slag. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:104: Sand is fine to coarse and includes crushed slag. Gravel is fine [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:114: cobbles. Sand is fine to coarse and includes crushed slag. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:123: cobbles. Sand is fine to coarse and includes crushed slag. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:148:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:180:The samples were primary crushed to reduce particle size down to <50mm, [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:180:The dried material was subjected to a regime of stage crushing and quartering to [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:185:Polished blocks were prepared using particulate material crushed to a nominal [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:193:The samples were primary crushed to reduce particle size down to <50mm, [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:193:The dried material was subjected to a regime of stage crushing and quartering to [[this>Teesworks/Planning/R-2020-0743-CD/R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf|R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf]]:201:Polished blocks were prepared using particulate material crushed to a nominal size of – [[this>Teesworks/Planning/R-2023-0224-CD/R-2023-0224-CD-50134151_1_CPP.pdf|R-2023-0224-CD-50134151_1_CPP.pdf]]:11:Delivery Crushing and Access routes to and from site to be defined [[this>Teesworks/Planning/R-2023-0224-CD/R-2023-0224-CD-GrasscreteBrochure.pdf|R-2023-0224-CD-GrasscreteBrochure.pdf]]:11: 13.3 - 30.0 tonnes GC2 150mm A252 150mm crushed stone [[this>Teesworks/Planning/R-2023-0224-CD/R-2023-0224-CD-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf|R-2023-0224-CD-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf]]:7:2.5 The substrate in this area was a light soil which was dressed with crushed iron slag. It was quite [[this>Teesworks/Planning/R-2023-0224-CD/R-2023-0224-CD-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf|R-2023-0224-CD-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf]]:7: comprising crushed rubble with areas of concrete hardstanding. It was in the early stages of [[this>Teesworks/Planning/R-2023-0224-CD/R-2023-0224-CD-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf|R-2023-0224-CD-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf]]:17: substrates, e.g., soil, some finely crushed concrete or brick, sandy material, etc as this will create a [[this>Teesworks/Planning/R-2023-0224-CD/R-2023-0224-CD-ArborSystem-Manual-2019.pdf|R-2023-0224-CD-ArborSystem-Manual-2019.pdf]]:17: angular crushed stone, 12” (200 mm) minimum beyond the footprint of the structure. Stone [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_Landscape_and_Visual_Appraisal_Part_1of2.pdf|R-2023-0247-OOM-TV_BAF_Landscape_and_Visual_Appraisal_Part_1of2.pdf]]:18: There is a combination of crushed stone stockpiles, built up ground, and stripped [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_Landscape_and_Visual_Appraisal_Part_1of2.pdf|R-2023-0247-OOM-TV_BAF_Landscape_and_Visual_Appraisal_Part_1of2.pdf]]:26: ERF site and on-going remediation at the site itself. It is a combination of crushed [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_Landscape_and_Visual_Appraisal_Part_1of2.pdf|R-2023-0247-OOM-TV_BAF_Landscape_and_Visual_Appraisal_Part_1of2.pdf]]:34: works on the site itself. It is a combination of crushed stone, built up ground and [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf|R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf]]:46: Screening and crushing of Made Ground materials in order to (arsenic, asbestos, NAPL, cyanide) and [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf|R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf]]:46: verified Made Ground, certified demolition arisings, crushed [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf|R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf]]:24: site and on adjacent land. This is a combination of crushed stone, built up ground, [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf|R-2023-0247-OOM-TV_BAF_EIA_Screening_Report_Part_1of2.pdf]]:26: the site itself. It is a combination of crushed stone, built up ground and stripped [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_Ecological_Impact_Assessment.pdf|R-2023-0247-OOM-TV_BAF_Ecological_Impact_Assessment.pdf]]:15: the site and on adjacent land. This is a combination of crushed stone, built up ground, and [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_Ecological_Impact_Assessment.pdf|R-2023-0247-OOM-TV_BAF_Ecological_Impact_Assessment.pdf]]:31: beat, nail or otherwise impale, stab, burn, stone, crush, drown, drag or asphyxiate any wild [[this>Teesworks/Planning/R-2023-0247-OOM/R-2023-0247-OOM-TV_BAF_Air_Quality_Assessment.pdf|R-2023-0247-OOM-TV_BAF_Air_Quality_Assessment.pdf]]:28: concrete), on-site crushing and screening, demolition activities > 20m above [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:275:The samples were primary crushed to reduce particle size down to <50mm, [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:275:The dried material was subjected to a regime of stage crushing and quartering to [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:286:Polished blocks were prepared using particulate material crushed to a nominal [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:311: Can be indented by thumbnail. Gravel sized Very Weak Lumps can be crushed [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:311: lumps crush between finger and thumb. (<1.25) between fingers [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1035:The samples were primary crushed to reduce particle size down to <50mm, [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1035:The dried material was subjected to a regime of stage crushing and quartering to [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1046:Polished blocks were prepared using particulate material crushed to a nominal [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1373:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1378: (overnight). Dried samples are crushed in a jaw crusher, if [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1394: Soils are air-dried and crushed before being subjected to a [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1402: preferably by jaw crushing. The material is then mixed and [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1402: prior to crushing to <212 microns. If there is excessive [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1598: crushing of oversize material prior to replacement is likely to be the most economical solution; [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1602: 1. Crushing, blending and replacement to improve character of the slag by dispersion/mixing with [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1605: allow for crushing and reuse. The main aim of this will be to remove obstructions and therefore may [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1605: excavation crushed slag deposits. NB. This solution could potentially cause disturbance of the made [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1605:necessary to crush the larger fragments within the made ground in order to confirm to a suitable particle size [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1610:damage of new of proposed structures. Bulk screening, crushing and processing the made ground to reduce [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1639:disposal off-site the material is crushed, screened and treated before being re-used on site potentially as part [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1639:slags by crushing and hydration. High risk steel slag would be placed in low risk areas of the development [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1680: By 1968 an Ore Crushing Plant and associated conveyor and railway lines has been constructed 170m south [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1682:  Ore crushing and handling plant (North). [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1698: concluded that materials on site could be processed by crushing and screening to provide suitable [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1700: processing (screening, crushing) of site-won materials, along with localised contamination [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1763:Noise and vibration will be associated principally with the breaking out and crushing of any hard materials [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf|R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf]]:1943: 7 466m SW AB Electrical Wholesalers EPR/MF0737 Treating waste Non- Crushing waste fluorescent tubes [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter K - Waste and Materials - Dec 2020(1).PDF|R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter K - Waste and Materials - Dec 2020(1).PDF]]:17: together with the ongoing mineral extraction of sands, gravels, and crushed aggregate in the [[this>Teesworks/Planning/R-2020-0820-ESM/R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter K - Waste and Materials - Dec 2020(1).PDF|R-2020-0820-ESM-Lackenby ES - Vol 2 - Chapter K - Waste and Materials - Dec 2020(1).PDF]]:18: need for primary minerals. Furthermore, primary mineral extraction (i.e. sand, gravel, crushed [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-2020_05_29_STDC Eston Road EcIA_Issue.PDF|R-2020-0270-FFM-2020_05_29_STDC Eston Road EcIA_Issue.PDF]]:58:slag (but in some cases crushed building materials), this material has been added [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:22: By 1968 an Ore Crushing Plant and associated conveyor and railway lines has been constructed 170m south [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:24:  Ore crushing and handling plant (North). [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:43: concluded that materials on site could be processed by crushing and screening to provide suitable [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:45: processing (screening, crushing) of site-won materials, along with localised contamination [[this>Teesworks/Planning/R-2020-0270-FFM/R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:112:Noise and vibration will be associated principally with the breaking out and crushing of any hard materials [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:18: Can be indented by thumbnail. Gravel sized Very Weak Lumps can be crushed [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:18: lumps crush between finger and thumb. (<1.25) between fingers [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:742:The samples were primary crushed to reduce particle size down to <50mm, [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:742:The dried material was subjected to a regime of stage crushing and quartering to [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:753:Polished blocks were prepared using particulate material crushed to a nominal [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:1080:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:1085: (overnight). Dried samples are crushed in a jaw crusher, if [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:1101: Soils are air-dried and crushed before being subjected to a [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:1109: preferably by jaw crushing. The material is then mixed and [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF|R-2021-0432-FFM-4155 The Former SSI Steelworks, Redcar - Contract 3 (Final Report).PDF]]:1109: prior to crushing to <212 microns. If there is excessive [[this>Teesworks/Planning/R-2021-0432-FFM/R-2021-0432-FFM-T1909 SOUTH TEEES DEVELOPMENT CORPORATION_Prairie Trade Effluent Consent.pdf|R-2021-0432-FFM-T1909 SOUTH TEEES DEVELOPMENT CORPORATION_Prairie Trade Effluent Consent.pdf]]:10:product resulting from the crushing of asbestos ore. [[this>Teesworks/Planning/R-2020-0724-PND/R-2020-0724-PND-60722_FINAL Cover Letter_Nov 2020.PDF|R-2020-0724-PND-60722_FINAL Cover Letter_Nov 2020.PDF]]:2:• Crushing of demolition rubble to Class 6F2 specification and infill of voids; [[this>Teesworks/Planning/R-2020-0724-PND/R-2020-0724-PND-60722_FINAL Cover Letter_Nov 2020.PDF|R-2020-0724-PND-60722_FINAL Cover Letter_Nov 2020.PDF]]:3:to be crushed to a Class 6F2 specification and used to infill any voids or pipe channels. [[this>Teesworks/Planning/R-2020-0724-PND/R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF|R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF]]:3:3.6. Grubbing Up Foundations and Crushing 18 [[this>Teesworks/Planning/R-2020-0724-PND/R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF|R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF]]:7:  Crushing of demolition rubble to Class 6F2 specification and infill of voids. [[this>Teesworks/Planning/R-2020-0724-PND/R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF|R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF]]:7:any voids backfilled utilising on site crushed material. The brick work to the buildings, including any concrete, is [[this>Teesworks/Planning/R-2020-0724-PND/R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF|R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF]]:7:to be crushed to a Class 6F2 specification and used to infill any voids or pipe channels, including the traverse pit [[this>Teesworks/Planning/R-2020-0724-PND/R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF|R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF]]:9:  Mobile crusher [[this>Teesworks/Planning/R-2020-0724-PND/R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF|R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF]]:10:  Mobile crusher [[this>Teesworks/Planning/R-2020-0724-PND/R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF|R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF]]:10:  Mobile crusher [[this>Teesworks/Planning/R-2020-0724-PND/R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF|R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF]]:11:  1 x Crusher operator [[this>Teesworks/Planning/R-2020-0724-PND/R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF|R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF]]:11:reducing fume or dust release. During the crushing and demolition of the brick structures it is envisaged expected [[this>Teesworks/Planning/R-2020-0724-PND/R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF|R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF]]:18:crushed into a 6F2 product using an excavator mounted crushing bucket or processing plant. This material will [[this>Teesworks/Planning/R-2020-0724-PND/R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF|R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF]]:18:3.6. Grubbing Up Foundations and Crushing [[this>Teesworks/Planning/R-2020-0724-PND/R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF|R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF]]:18: All concrete will be processed to remove steel reinforcing bars ready for crushing. [[this>Teesworks/Planning/R-2020-0724-PND/R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF|R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF]]:18: Material will be stockpiled in a windrow ready for crushing. [[this>Teesworks/Planning/R-2020-0724-PND/R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF|R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF]]:18: Grade off footprint of building by utilising crush to taper off slab edges. [[this>Teesworks/Planning/R-2020-0724-PND/R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF|R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF]]:18: All brick and concrete will be crushed to a 6F2 Specification and stockpiled on site in the designated area. [[this>Teesworks/Planning/R-2020-0724-PND/R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF|R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF]]:18: The crusher will be positioned on firm level ground as required as per the safe working procedure. [[this>Teesworks/Planning/R-2020-0724-PND/R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF|R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF]]:18: Water supply connected to the crusher and dust suppression used as required as crushing is carried out. [[this>Teesworks/Planning/R-2020-0724-PND/R-2020-0724-PND-Officer Report.pdf|R-2020-0724-PND-Officer Report.pdf]]:2:  Crushing of demolition rubble to Class 6F2 specification and infill of [[this>Teesworks/Planning/R-2020-0724-PND/R-2020-0724-PND-Officer Report.pdf|R-2020-0724-PND-Officer Report.pdf]]:2:demolition activities is to be crushed to a Class 6F2 specification and used to [[this>Teesworks/Planning/R-2022-0355-FFM/R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:17:The proposed remedial strategy comprises the excavation and crushing of hardstanding (where [[this>Teesworks/Planning/R-2022-0355-FFM/R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:17:turnover of the Made Ground is to be conducted down to 7.5mAOD, including removal and crushing of [[this>Teesworks/Planning/R-2022-0355-FFM/R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:20:  Excavated hard materials (such as concrete and brick) that may be crushed to produce [[this>Teesworks/Planning/R-2022-0355-FFM/R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:20:Where appropriate, existing concrete, brick and other suitable building materials will be crushed to a [[this>Teesworks/Planning/R-2022-0355-FFM/R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:22:  Screening and crushing of Made Ground materials in order to make them suitable for reuse. [[this>Teesworks/Planning/R-2022-0355-FFM/R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:22: demolition arising, crushed concrete or imported fill. [[this>Teesworks/Planning/R-2022-0355-FFM/R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:23:for mobile plant is not in place then an EA Standard Rules Permit for the low risk crushing and screening [[this>Teesworks/Planning/R-2022-0355-FFM/R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:24:removed and crushed for re-use on site. Materials which are impacted with contaminants to levels [[this>Teesworks/Planning/R-2022-0355-FFM/R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:24:Made Ground materials will require size screening and crushing to enable reuse. Any deleterious [[this>Teesworks/Planning/R-2022-0355-FFM/R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:27: crushed site aggregate [[this>Teesworks/Planning/R-2022-0355-FFM/R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:28: crushed site aggregate [[this>Teesworks/Planning/R-2022-0355-FFM/R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:30:should be crushed to 6f2 or similar suitable material class and reused in areas identified by STDC as [[this>Teesworks/Planning/R-2022-0355-FFM/R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:33:material will be crushed for reuse, while deleterious material will be removed from site. All remaining [[this>Teesworks/Planning/R-2021-0846-FFM/R-2021-0846-FFM-Arcadis GI and Drainage.pdf|R-2021-0846-FFM-Arcadis GI and Drainage.pdf]]:23:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-0846-FFM/R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf]]:13:The proposed remedial strategy comprises the excavation and crushing of hardstanding (where [[this>Teesworks/Planning/R-2021-0846-FFM/R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf]]:13:of the Made Ground is to be conducted down to 7.0mAOD, including removal and crushing of relic [[this>Teesworks/Planning/R-2021-0846-FFM/R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf]]:16: • Excavated hard materials (such as concrete and brick) that may be crushed to produce [[this>Teesworks/Planning/R-2021-0846-FFM/R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf]]:16:Where appropriate, existing concrete, brick and other suitable building materials will be crushed to a [[this>Teesworks/Planning/R-2021-0846-FFM/R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf]]:18: • Screening and crushing of Made Ground materials in order to make them suitable for reuse. [[this>Teesworks/Planning/R-2021-0846-FFM/R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf]]:18: demolition arising, crushed concrete or imported fill. [[this>Teesworks/Planning/R-2021-0846-FFM/R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf]]:19:for mobile plant is not in place then an EA Standard Rules Permit for the low risk crushing and screening [[this>Teesworks/Planning/R-2021-0846-FFM/R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf]]:20:removed and crushed for re-use on site. Materials which are impacted with contaminants to levels [[this>Teesworks/Planning/R-2021-0846-FFM/R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf]]:20:Made Ground materials will require size screening and crushing to enable reuse. Any deleterious [[this>Teesworks/Planning/R-2021-0846-FFM/R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf]]:23: crushed site aggregate [[this>Teesworks/Planning/R-2021-0846-FFM/R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf]]:24: crushed site aggregate [[this>Teesworks/Planning/R-2021-0846-FFM/R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf]]:26:should be crushed to 6f2 or similar suitable material class and reused in areas identified by STDC as [[this>Teesworks/Planning/R-2021-0846-FFM/R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf|R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf]]:28:material will be crushed for reuse, while deleterious material will be removed from site. All remaining [[this>Teesworks/Planning/R-2021-0846-FFM/R-2021-0846-FFM-63455 01 Free Port - Cover Letter 05.10.21.pdf|R-2021-0846-FFM-63455 01 Free Port - Cover Letter 05.10.21.pdf]]:3:up to 2.5m below finished level. This will include removal and crushing of relic structures and obstructions, [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF]]:88:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF]]:95: (overnight). Dried samples are crushed in a jaw crusher, if [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF]]:111: Soils are air-dried and crushed before being subjected to a [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF]]:119: preferably by jaw crushing. The material is then mixed and [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF]]:119: prior to crushing to <212 microns. If there is excessive [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF]]:17:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF]]:24: (overnight). Dried samples are crushed in a jaw crusher, if [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF]]:40: Soils are air-dried and crushed before being subjected to a [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF]]:48: preferably by jaw crushing. The material is then mixed and [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF]]:48: prior to crushing to <212 microns. If there is excessive [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:105:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:112: (overnight). Dried samples are crushed in a jaw crusher, if [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:128: Soils are air-dried and crushed before being subjected to a [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:136: preferably by jaw crushing. The material is then mixed and [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:136: prior to crushing to <212 microns. If there is excessive [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:157: 0.6-1.0 Gravel sized lumps crush between [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:157: weak crushed between finger and thumb. (0.6-1.0) [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:46: Can be indented by thumbnail. Gravel sized Very Weak Lumps can be crushed [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:46: lumps crush between finger and thumb. (<1.25) between fingers [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:61:7.00-8.00 B2 at c.7.00-8.00m BGL ... driller notes 'large crushed metal'. [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF]]:10:to slab level with concrete foundations, roadways and crushed aggregate including steelmaking wastes [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:23: Can be indented by thumbnail. Gravel sized Very Weak Lumps can be crushed [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:23: lumps crush between finger and thumb. (<1.25) between fingers [[this>Teesworks/Planning/R-2020-0730-CD/R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2020-0730-CD-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:38:7.00-8.00 B2 at c.7.00-8.00m BGL ... driller notes 'large crushed metal'. [[this>Teesworks/Planning/R-2021-0439-CD/R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf|R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf]]:15:The proposed remedial strategy comprises the excavation and crushing of hardstanding (where [[this>Teesworks/Planning/R-2021-0439-CD/R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf|R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf]]:16: Quay wall to Up to 5.5m bgl finished level including removal and crushing of relic [[this>Teesworks/Planning/R-2021-0439-CD/R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf|R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf]]:16: current ground level including removal and crushing of [[this>Teesworks/Planning/R-2021-0439-CD/R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf|R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf]]:17:  Excavated hard materials (such as concrete and brick) that may be crushed to produce [[this>Teesworks/Planning/R-2021-0439-CD/R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf|R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf]]:17:Where appropriate, existing concrete, brick and other suitable building materials will be crushed to a [[this>Teesworks/Planning/R-2021-0439-CD/R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf|R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf]]:20:  Screening and crushing of Made Ground materials in order to make them suitable for reuse. [[this>Teesworks/Planning/R-2021-0439-CD/R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf|R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf]]:20: ground, certified demolition arising, crushed concrete or imported fill. [[this>Teesworks/Planning/R-2021-0439-CD/R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf|R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf]]:21:for mobile plant is not in place, then an EA Standard Rules Permit for the low risk crushing and screening [[this>Teesworks/Planning/R-2021-0439-CD/R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf|R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf]]:24:removed and crushed for re-use on site. Materials which are impacted with contaminants to levels [[this>Teesworks/Planning/R-2021-0439-CD/R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf|R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf]]:24:Made Ground materials will require size screening and crushing to enable reuse. Any deleterious [[this>Teesworks/Planning/R-2021-0439-CD/R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf|R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf]]:28: crushed site aggregate [[this>Teesworks/Planning/R-2021-0439-CD/R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf|R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf]]:29: crushed site aggregate [[this>Teesworks/Planning/R-2021-0439-CD/R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf|R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf]]:32:should be crushed to 6f2 or similar suitable material class and reused in areas identified by STDC as [[this>Teesworks/Planning/R-2021-0439-CD/R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf|R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf]]:32:material will be crushed for reuse, while deleterious material will be removed from site. All remaining [[this>Teesworks/Planning/R-2023-0253-RMM/R-2023-0253-RMM-ArborSystem-Manual-2019.pdf|R-2023-0253-RMM-ArborSystem-Manual-2019.pdf]]:17: angular crushed stone, 12” (200 mm) minimum beyond the footprint of the structure. Stone [[this>Teesworks/Planning/R-2023-0253-RMM/R-2023-0253-RMM-GrasscreteBrochure.pdf|R-2023-0253-RMM-GrasscreteBrochure.pdf]]:11: 13.3 - 30.0 tonnes GC2 150mm A252 150mm crushed stone [[this>Teesworks/Planning/R-2023-0253-RMM/R-2023-0253-RMM-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf|R-2023-0253-RMM-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf]]:7:2.5 The substrate in this area was a light soil which was dressed with crushed iron slag. It was quite [[this>Teesworks/Planning/R-2023-0253-RMM/R-2023-0253-RMM-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf|R-2023-0253-RMM-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf]]:7: comprising crushed rubble with areas of concrete hardstanding. It was in the early stages of [[this>Teesworks/Planning/R-2023-0253-RMM/R-2023-0253-RMM-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf|R-2023-0253-RMM-P20-1004 Grangetown Prairie Biodiversity Improvement Plan.pdf]]:17: substrates, e.g., soil, some finely crushed concrete or brick, sandy material, etc as this will create a [[this>Teesworks/Planning/R-2023-0253-RMM/R-2023-0253-RMM-50134151_1_CPP.pdf|R-2023-0253-RMM-50134151_1_CPP.pdf]]:11:Delivery Crushing and Access routes to and from site to be defined [[this>Teesworks/Planning/R-2021-0943-CD/R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf|R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001_CEMP_A (Fit for Construction)_C03.pdf]]:104: Brick/ blockwork Bricks (crushed and material recycled or reused. [[this>Teesworks/Planning/R-2021-0943-CD/R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf|R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf]]:104: Brick/ blockwork Bricks (crushed and material recycled or reused. [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0088-01-Prairie_Risk Assessment (1).pdf]]:7:to slab level, with concrete foundations, roadways and crushed aggregate, including steelmaking wastes, [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:46: Can be indented by thumbnail. Gravel sized Very Weak Lumps can be crushed [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:46: lumps crush between finger and thumb. [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:61:7.00-8.00 B2 at c.7.00-8.00m BGL ... driller notes 'large crushed metal'. [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:1304:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:1349: (overnight). Dried samples are crushed in a jaw crusher, if [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:1365: Soils are air-dried and crushed before being subjected to a [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:1373: preferably by jaw crushing. The material is then mixed and [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:1373: prior to crushing to <212 microns. If there is excessive [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:1396:The samples were primary crushed to reduce particle size down to <50mm, [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:1396:The dried material was subjected to a regime of stage crushing and quartering to [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:1404:Polished blocks were prepared using particulate material crushed to a nominal [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf|R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf]]:1408:Polished blocks were prepared using particulate material crushed to a nominal [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Prairie Site Remediation EcIA_Issue.PDF|R-2020-0318-FFM-Prairie Site Remediation EcIA_Issue.PDF]]:8: type (i.e. concrete will be segregated from brick) before being crushed [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Prairie Site Remediation EcIA_Issue.PDF|R-2020-0318-FFM-Prairie Site Remediation EcIA_Issue.PDF]]:26: 5c 0.34 This habitat consisted of a crushed concrete substrate that was approximately This habitat area was assessed as being of fairly good condition [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Prairie Site Remediation EcIA_Issue.PDF|R-2020-0318-FFM-Prairie Site Remediation EcIA_Issue.PDF]]:76:slag (but in some cases crushed building materials), this material has been added [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Prairie Site Remediation HRA_Issue.PDF|R-2020-0318-FFM-Prairie Site Remediation HRA_Issue.PDF]]:10: type (i.e. concrete will be segregated from brick) before being crushed [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:22: By 1968 an Ore Crushing Plant and associated conveyor and railway lines has been constructed 170m south [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:24:  Ore crushing and handling plant (North). [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:43: concluded that materials on site could be processed by crushing and screening to provide suitable [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:45: processing (screening, crushing) of site-won materials, along with localised contamination [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:112:Noise and vibration will be associated principally with the breaking out and crushing of any hard materials [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-EP CL.pdf|R-2020-0318-FFM-EP CL.pdf]]:1:The works will include turnover of the made ground and removal with crushing of any [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:10:to slab level with concrete foundations, roadways and crushed aggregate including steelmaking wastes [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:465:7.00-8.00 B2 at c.7.00-8.00m BGL ... driller notes 'large crushed metal'. [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-Phase II ESA.PDF|R-2020-0318-FFM-Phase II ESA.PDF]]:727:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-officer report.pdf|R-2020-0318-FFM-officer report.pdf]]:1:subsurface, removal and crushing of relic structures and obstructions, [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-officer report.pdf|R-2020-0318-FFM-officer report.pdf]]:8:The works will include turnover of the made ground and removal with crushing [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-ROA and Remediation Strategy.PDF|R-2020-0318-FFM-ROA and Remediation Strategy.PDF]]:9:demolished to slab level with concrete foundations, roadways and crushed aggregate including [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-ROA and Remediation Strategy.PDF|R-2020-0318-FFM-ROA and Remediation Strategy.PDF]]:15:of up to 2.5 m bg) (assuming ground level is the foundation level) including removal and crushing of [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-ROA and Remediation Strategy.PDF|R-2020-0318-FFM-ROA and Remediation Strategy.PDF]]:17:  Excavated hard materials (such as concrete and brick) that may be crushed to produce [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-ROA and Remediation Strategy.PDF|R-2020-0318-FFM-ROA and Remediation Strategy.PDF]]:17:Where appropriate, existing concrete, brick and other suitable building materials will be crushed to 6F2 [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-ROA and Remediation Strategy.PDF|R-2020-0318-FFM-ROA and Remediation Strategy.PDF]]:27:This approach involves the excavation of the slag rich or refractory materials, the material is crushed, [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-ROA and Remediation Strategy.PDF|R-2020-0318-FFM-ROA and Remediation Strategy.PDF]]:28:It may be possible to accelerate the expansion of slags by crushing and hydration however this has not [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-ROA and Remediation Strategy.PDF|R-2020-0318-FFM-ROA and Remediation Strategy.PDF]]:30:The proposed remedial strategy comprises the excavation and crushing of hardstanding and other [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-ROA and Remediation Strategy.PDF|R-2020-0318-FFM-ROA and Remediation Strategy.PDF]]:31:  Screening and crushing of Made Ground materials in order to make suitable for reuse. [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-ROA and Remediation Strategy.PDF|R-2020-0318-FFM-ROA and Remediation Strategy.PDF]]:31: demolition arising, crushed concrete or imported fill. [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-ROA and Remediation Strategy.PDF|R-2020-0318-FFM-ROA and Remediation Strategy.PDF]]:32:for mobile plant is not n place then an EA Standard Rules Permit for the low risk crushing and screening [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-ROA and Remediation Strategy.PDF|R-2020-0318-FFM-ROA and Remediation Strategy.PDF]]:33:removed and crushed for re-use on site. Materials which are impacted with contaminants to levels [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-ROA and Remediation Strategy.PDF|R-2020-0318-FFM-ROA and Remediation Strategy.PDF]]:33:Made Ground materials will require size screening and crushing to enable reuse. Any deleterious [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-ROA and Remediation Strategy.PDF|R-2020-0318-FFM-ROA and Remediation Strategy.PDF]]:38:materials as far as practicable and stockpiled separately. Material should be crushed to 6f2 and reused [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-ROA and Remediation Strategy.PDF|R-2020-0318-FFM-ROA and Remediation Strategy.PDF]]:40:material will be crushed for reuse, while deleterious material will be removed from site. All remaining [[this>Teesworks/Planning/R-2020-0318-FFM/R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf|R-2020-0318-FFM-R-2020-0318-FFM-Archaeological Advice - Prairie Site Grangetown R-2020-0318-FFM.pdf]]:1:ground, removal of embankment, removal and crushing of relict structures, and removal [[this>Teesworks/Planning/R-2021-0924-CD/R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf|R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf]]:42: from the leaching of metals due to ore crushing [[this>Teesworks/Planning/R-2021-0924-CD/R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf|R-2021-0924-CD-CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf]]:52: metals due to ore crushing and settlement lagoons can be a [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-SOL_23_P016_GLR Planning Statement.pdf|R-2023-0291-ESM-SOL_23_P016_GLR Planning Statement.pdf]]:51: hardstanding would be broken up and processed on site where possible for crushing to produce [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf|R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf]]:42: D 458m SE Site Address: Type of Site: Scrap Crushing Pit 1952 [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf|R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf]]:42: D 472m SE Site Address: Type of Site: Scrap Crushing Pit 1953 [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf|R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf]]:43: D 479m SE Site Address: Type of Site: Scrap Crushing pit 1953 [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf|R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf]]:43: D 479m SE Site Address: Type of Site: Scrap Crushing Pit 1952 [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf|R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf]]:44:A 36m SE Engineering Department, WEX249451 Treating waste Not on a farm Crushing waste [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf|R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf]]:44:A 36m SE Engineering Department, WEX103065 Treating waste Not on a farm Crushing waste [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf|R-2023-0291-ESM-ES Vol 2 Appendix 14.1 A. Groundsure.pdf]]:44:4 137m NE Kemira Ltd Teesport EPR/FF0408U Treating waste Non-Agricultural Crushing waste [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf|R-2023-0291-ESM-ES Vol 2 Green Lithium Appendix 14 - Contaminated Lands.pdf]]:32:southwest of the site at the Teesdock and the Potash Terminal that relate to crushing fluorescent [[this>Teesworks/Planning/R-2023-0291-ESM/R-2023-0291-ESM-ES Vol 1 Chapter 7 Air Quality.pdf|R-2023-0291-ESM-ES Vol 1 Chapter 7 Air Quality.pdf]]:4: • Onsite crushing and 20m above ground level. ground level [[this>Teesworks/Planning/R-2020-0799-CD/R-2020-0799-CD-Nov 2020 - 2383 - CEMP - Prairie Phase 2 Works Prairie Rev 2 (1).pdf|R-2020-0799-CD-Nov 2020 - 2383 - CEMP - Prairie Phase 2 Works Prairie Rev 2 (1).pdf]]:4: • Crushing and processing of recovered concrete. [[this>Teesworks/Planning/R-2020-0799-CD/R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf|R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf]]:8: Also specialist crushing and screening and pumping equipment when needed on site.. [[this>Teesworks/Planning/R-2020-0799-CD/R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf|R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf]]:12: either screened 6F5 material of crushed 6f5 material. Any clays or contaminated wastes will [[this>Teesworks/Planning/R-2020-0799-CD/R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf|R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf]]:14:  Any material processing operations (such as screening/crushing) will be located as [[this>Teesworks/Planning/R-2020-0799-CD/R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf|R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf]]:33: type (i.e. concrete will be segregated from brick) before being crushed [[this>Teesworks/Planning/R-2020-0799-CD/R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf|R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf]]:70: type (i.e. concrete will be segregated from brick) before being crushed [[this>Teesworks/Planning/R-2020-0799-CD/R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf|R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf]]:88: 5c 0.34 This habitat consisted of a crushed concrete substrate that was approximately This habitat area was assessed as being of fairly good condition [[this>Teesworks/Planning/R-2020-0799-CD/R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf|R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf]]:138:slag (but in some cases crushed building materials), this material has been added [[this>Teesworks/Planning/R-2022-0746-CD/R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf|R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf]]:3: 3.4.3 Demolition and crushing ..................................................................................................................... 11 [[this>Teesworks/Planning/R-2022-0746-CD/R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf|R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf]]:12:3.4.3 Demolition and crushing (Pile head) [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf]]:18:The proposed remedial strategy comprises the excavation and crushing of hardstanding (where [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf]]:18:down to 7.5m AOD, including removal and crushing of relic structures and obstructions, removal and [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf]]:21: Excavated hard materials (such as concrete and brick) that may be crushed to produce [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf]]:21:Where appropriate, existing concrete, brick and other suitable building materials will be crushed to a [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf]]:23: Screening and crushing of Made Ground materials in order to make them suitable for reuse. [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf]]:23: demolition arising, crushed concrete or imported fill. [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf]]:24:for mobile plant is not in place then an EA Standard Rules Permit for the low risk crushing and screening [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf]]:25:removed and crushed for re-use on site. Materials which are impacted with contaminants to levels [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf]]:25:Made Ground materials will require size screening and crushing to enable reuse. Any deleterious [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf]]:28: crushed site aggregate [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf]]:29: crushed site aggregate [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf]]:31:should be crushed to 6f2 or similar suitable material class and reused in areas identified by STDC as [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0408-02-Rem_Strat_South_Bank_West_Rev01 (Part 1).pdf]]:32:material will be crushed for reuse, while deleterious material will be removed from site. All remaining [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA - Detailed Quantitative Risk Assessment - South Bank.pdf]]:14: currently being demolished on SBA is labelled as a ferro-manganese crushing plant. [[this>Teesworks/Planning/R-2022-0096-CD/R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf|R-2022-0096-CD-10035117-AUK-XX-XX-RP-ZZ-0331-02-SB_DQRA.pdf]]:14: currently being demolished on SBA is labelled as a ferro-manganese crushing plant. [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:22: 0.6-1.0 Gravel sized lumps crush between [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 2.pdf]]:22: weak crushed between finger and thumb. (0.6-1.0) [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf]]:14:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf]]:33:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf]]:48:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf]]:63:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf]]:72: DETSC 1001 Sample Pre-Treatment and Preparation of Solids 50◦C, depending on requirements, for a minimum of 16hrs (overnight). Dried samples are crushed in a jaw n/a Not Accredited [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf]]:72: crusher, if necessary, and then ground using a mechanical mixer mill and sieved through a 250μm sieve to ensure [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf]]:72: Dried samples are crushed in a jaw crusher, if necessary, and then ground using a mechanical mixer mill to [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf]]:72: DETSC 1005 Soil Crushing In-house Method n/a Not Accredited [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf]]:74: A dried and finely crushed portion of the sample is ashed in a muffle furnace at 440ºC for 4 hours to burn off any [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf]]:76: The concrete or mortar sample is dried and finely crushed, then digested with hydrochloric acid and filtered to [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf]]:78: Samples are tested on an ‘as received’ basis, without drying and crushing, as fluoride is very volatile and may be [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf]]:78: The dried and crushed sample is treated with sodium acetate to produce acetic acid. The acid produced is titrated BS EN 16502: 2014 – Test method for the determination of the degree of soil acidity [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf]]:80: Dried and crushed soil samples are digested on a temperature controlled hotblock with hydrogen peroxide and [[this>Teesworks/Planning/R-2022-0237-CD/R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf|R-2022-0237-CD-10035117-AUK-XX-XX-RP-ZZ-0452-01-P4_GI_AD Part 13.pdf]]:81: Soils are air-dried and crushed before being subjected to hotblock extraction. Waters and aqueous samples are Soil: 100µg/kg [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-Arcadis - South Bank Strategy.pdf|R-2021-0713-CD-Arcadis - South Bank Strategy.pdf]]:13:The proposed remedial strategy comprises the excavation and crushing of hardstanding (where [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-Arcadis - South Bank Strategy.pdf|R-2021-0713-CD-Arcadis - South Bank Strategy.pdf]]:13:of the Made Ground is to be conducted down to 7.0mAOD, including removal and crushing of relic [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-Arcadis - South Bank Strategy.pdf|R-2021-0713-CD-Arcadis - South Bank Strategy.pdf]]:16: • Excavated hard materials (such as concrete and brick) that may be crushed to produce [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-Arcadis - South Bank Strategy.pdf|R-2021-0713-CD-Arcadis - South Bank Strategy.pdf]]:16:Where appropriate, existing concrete, brick and other suitable building materials will be crushed to a [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-Arcadis - South Bank Strategy.pdf|R-2021-0713-CD-Arcadis - South Bank Strategy.pdf]]:18: • Screening and crushing of Made Ground materials in order to make them suitable for reuse. [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-Arcadis - South Bank Strategy.pdf|R-2021-0713-CD-Arcadis - South Bank Strategy.pdf]]:18: demolition arising, crushed concrete or imported fill. [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-Arcadis - South Bank Strategy.pdf|R-2021-0713-CD-Arcadis - South Bank Strategy.pdf]]:19:for mobile plant is not in place then an EA Standard Rules Permit for the low risk crushing and screening [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-Arcadis - South Bank Strategy.pdf|R-2021-0713-CD-Arcadis - South Bank Strategy.pdf]]:20:removed and crushed for re-use on site. Materials which are impacted with contaminants to levels [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-Arcadis - South Bank Strategy.pdf|R-2021-0713-CD-Arcadis - South Bank Strategy.pdf]]:20:Made Ground materials will require size screening and crushing to enable reuse. Any deleterious [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-Arcadis - South Bank Strategy.pdf|R-2021-0713-CD-Arcadis - South Bank Strategy.pdf]]:23: crushed site aggregate [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-Arcadis - South Bank Strategy.pdf|R-2021-0713-CD-Arcadis - South Bank Strategy.pdf]]:24: crushed site aggregate [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-Arcadis - South Bank Strategy.pdf|R-2021-0713-CD-Arcadis - South Bank Strategy.pdf]]:26:should be crushed to 6f2 or similar suitable material class and reused in areas identified by STDC as [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-Arcadis - South Bank Strategy.pdf|R-2021-0713-CD-Arcadis - South Bank Strategy.pdf]]:28:material will be crushed for reuse, while deleterious material will be removed from site. All remaining [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0270-01-SBA_DQRA.pdf]]:14: demolished is labelled as a ferro-manganese crushing plant. [[this>Teesworks/Planning/R-2021-0713-CD/R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf|R-2021-0713-CD-10035117-AUK-XX-XX-RP-ZZ-0331-01-SB_DQRA.pdf]]:14: currently being demolished on SBA is labelled as a ferro-manganese crushing plant. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf]]:7: MAIN WALL CRUSHED STONE SURFACING [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:16:crushed on site and re-used as fill as part of the proposed scheme (or by STDC within the wider development [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:16:proposed to be crushed and re-used on site as fill. Services feeding into and out of the substation will be [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:18: MAIN WALL CRUSHED STONE SURFACING [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:19: MADE GROUND TO ASDO500 M120 / 110 600mm THK CRUSHED [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:20:which would have a concrete surface. Approximately 25,000m3 of crushed stone is proposed to be imported [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:26: INSTALL QUAY INSTALL CRUSHED ROCK SURFACING [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:27: o Concrete crusher (land-based plant) [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:27: o Concrete crusher (land-based plant) [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:31:It is anticipated that the quay would be surfaced with crushed stone. Surface water would drain through the [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:31:crushed stone into the underlying material without the need for a formal drainage system. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:168:As outlined in Section 3, it is anticipated that the majority of the quay would be surfaced with crushed stone. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:168:Uncontaminated surface water would therefore drain through the crushed stone into the underlying material [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:182:to 1964 there was a slag crushing works partially within the north of the site. In 1968 the oil depot was [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:182:construction of a tank farm at Teesport to the north, an ore crushing plant (later a ferro manganese crushing [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:183:Slag crushing works (former), Tarmac The slag crushing works, located partially within the proposed scheme footprint and partially [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:183: including the construction of a tank farm at Teesport to the north, an ore crushing plant (later a [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:183: ferro manganese crushing plant) to the south and Teesside Works Cleveland (steel works). [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:185:Slag crushing works (former) [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:185: • Slag crushing works; [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:185: • Ore crushing plant; [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:374: Concrete crusher 1 C1.14 60 109.4 [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:389: be crushed on site and re-used as fill for the proposed scheme. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:415:concrete crusher. Certain activity will require use of river barges. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:434:crushed stone and surface water would drain into the underlying material without the need for a formal [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:466: (crushed stone) [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:466:from demolition works would be crushed on site and reused as fill as part of the proposed scheme. It is also [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf]]:467: Concrete crusher 50 149 [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:15: crushed on site and re-used as fill as part of the proposed scheme (or by STDC within the wider [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:15: • Demolition of live substation. The building materials are proposed to be crushed and re-used on [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:16: • Importation of approximately 25,000m3 of crushed stone to form the surfacing of the quay. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:23: 11,500m3) to be crushed and re- landside materials within the riverbank carried out by the main works [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:23:- Substation building to be crushed - 750m wharf with timber piles – likely to within pipework. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:25:Waste inert materials (for example concrete, bricks, rubble) could be crushed and processed in accordance [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:251:slag crushing works partially within the north of the site. In 1968 the oil depot developed to the north east [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:251:at Teesport to the north, an ore crushing plant (later a ferro manganese crushing plant) to the south and the [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:252:plant (formerly slag crushing works). Potential off-site sources include former industrial uses including a [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:252:Sheet and Galvanising Works, slag crushing works, ore crushing plant, dockyards including saw and timber [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:253: • Importation of approximately 25,000m3 of crushed stone onto the site to form the surfacing of the [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:263:Between1959 to 1964 there was a slag crushing works partially within the north of the site. In 1968 the oil [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:263:20th century including the construction of a tank farm at Teesport to the north, an ore crushing plant (later a [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:263:ferro manganese crushing plant) to the south and the Teesside Works Cleveland (steel works). [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:266:1959 – 1964 (OS Adjacent to Teesport are buildings labelled Slag Crushing Works (partially on and off site). [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:266:1:1,250 and OS south of the pumping station is no longer shown. station is labelled ore crushing plant with tracks running [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:266: buildings. This ore crushing plant became a ferro manganese [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:266: crushing plant in 1966 according to CH2M, 2017. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:267:1981 (OS Map Slag Crushing Works (on and off site) is now labelled ‘Works’. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:267: House has also been demolished. The ore crushing plant is no longer labelled. South east [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:267: of the former ore crushing plant are further buildings with [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:273:Slag crushing works (former) [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:274:Slag crushing works (100 m north) [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:274:Ore crushing plant (ferro manganese crushing [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:276: Moderate to crushed stone which would break the linkage [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:278: crushed stone which would break the linkage [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:282: unsaturated Low Risk former slag crushing works and current site usage as [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:282:Slag crushing works / currently Deposits); Secondary [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:285:plant (formerly slag crushing works). Potential off-site sources include former industrial uses including a [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:285:Sheet and Galvanising Works, slag crushing works, ore crushing plant, dockyards including saw and timber [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:285:of crushed stone onto the site to provide surfacing. Following construction, risks to human health or [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:285:Where soils remain, these will be covered with crushed stone or hardstanding. Further investigation is [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf]]:292: Crush [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:16:crushed on site and re-used as fill as part of the proposed scheme (or by STDC within the wider development [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:16:proposed to be crushed and re-used on site as fill. Services feeding into and out of the substation will be [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:18: MAIN WALL CRUSHED STONE SURFACING [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:19: MADE GROUND TO ASDO500 M120 / 110 600mm THK CRUSHED [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:20:which would have a concrete surface. Approximately 25,000m3 of crushed stone is proposed to be imported [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:26: INSTALL QUAY INSTALL CRUSHED ROCK SURFACING [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:27: o Concrete crusher (land-based plant) [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:27: o Concrete crusher (land-based plant) [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:31:It is anticipated that the quay would be surfaced with crushed stone. Surface water would drain through the [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:31:crushed stone into the underlying material without the need for a formal drainage system. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:168:As outlined in Section 3, it is anticipated that the majority of the quay would be surfaced with crushed stone. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:168:Uncontaminated surface water would therefore drain through the crushed stone into the underlying material [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:182:to 1964 there was a slag crushing works partially within the north of the site. In 1968 the oil depot was [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:182:construction of a tank farm at Teesport to the north, an ore crushing plant (later a ferro manganese crushing [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:183:Slag crushing works (former), Tarmac The slag crushing works, located partially within the proposed scheme footprint and partially [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:183: including the construction of a tank farm at Teesport to the north, an ore crushing plant (later a [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:183: ferro manganese crushing plant) to the south and Teesside Works Cleveland (steel works). [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:185:Slag crushing works (former) [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:185: • Slag crushing works; [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:185: • Ore crushing plant; [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:374: Concrete crusher 1 C1.14 60 109.4 [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:389: be crushed on site and re-used as fill for the proposed scheme. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:415:concrete crusher. Certain activity will require use of river barges. [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:434:crushed stone and surface water would drain into the underlying material without the need for a formal [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:466: (crushed stone) [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:466:from demolition works would be crushed on site and reused as fill as part of the proposed scheme. It is also [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf|MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf]]:467: Concrete crusher 50 149 [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:293: concrete) • On-site crushing and screening [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:367:It is proposed that the quay would be surfaced with crushed stone, allowing surface water to drain into the [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:374:It is proposed that surface water would drain through the crushed stone on the quay deck into the underlying [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:397:Is in an estuary and could affect fish in the estuary, During the operational phase the quay would be surfaced with crushed stone. This would [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:397:outside the estuary but could delay or prevent fish allow uncontaminated surface water to drain through the crushed stone into the underlying [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:398: During the operational phase the quay would be surfaced with crushed stone. This would [[this>Teesworks/Planning/MLA_2020_00507/MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf|MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf]]:398: allow uncontaminated surface water to drain through the crushed stone into the underlying [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:16:crushed on site and re-used as fill as part of the proposed scheme (or by STDC within the wider development [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:16:proposed to be crushed and re-used on site as fill. Services feeding into and out of the substation will be [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:18: MAIN WALL CRUSHED STONE SURFACING [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:19: MADE GROUND TO ASDO500 M120 / 110 600mm THK CRUSHED [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:20:which would have a concrete surface. Approximately 25,000m3 of crushed stone is proposed to be imported [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:26: INSTALL QUAY INSTALL CRUSHED ROCK SURFACING [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|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 Concrete crusher (land-based plant) [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|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 Concrete crusher (land-based plant) [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:31:It is anticipated that the quay would be surfaced with crushed stone. Surface water would drain through the [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:31:crushed stone into the underlying material without the need for a formal drainage system. [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:168:As outlined in Section 3, it is anticipated that the majority of the quay would be surfaced with crushed stone. [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:168:Uncontaminated surface water would therefore drain through the crushed stone into the underlying material [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:182:to 1964 there was a slag crushing works partially within the north of the site. In 1968 the oil depot was [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:182:construction of a tank farm at Teesport to the north, an ore crushing plant (later a ferro manganese crushing [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:183:Slag crushing works (former), Tarmac The slag crushing works, located partially within the proposed scheme footprint and partially [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:183: including the construction of a tank farm at Teesport to the north, an ore crushing plant (later a [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:183: ferro manganese crushing plant) to the south and Teesside Works Cleveland (steel works). [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:185:Slag crushing works (former) [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:185: • Slag crushing works; [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:185: • Ore crushing plant; [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:374: Concrete crusher 1 C1.14 60 109.4 [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:389: be crushed on site and re-used as fill for the proposed scheme. [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:415:concrete crusher. Certain activity will require use of river barges. [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:434:crushed stone and surface water would drain into the underlying material without the need for a formal [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:466: (crushed stone) [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:466:from demolition works would be crushed on site and reused as fill as part of the proposed scheme. It is also [[this>Teesworks/Planning/R-2020-0371-SCP/R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf|R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf]]:467: Concrete crusher 50 149 [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Response from applicant.PDF|R-2020-0684-ESM-Response from applicant.PDF]]:3:level for the quay would be formed with crushed stone surfacing, with the exception of two heavy lift areas [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Response from applicant.PDF|R-2020-0684-ESM-Response from applicant.PDF]]:3:which would have a concrete surface. Surface water would drain through the crushed stone into the [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf|R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf]]:7: MAIN WALL CRUSHED STONE SURFACING [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_20. Flood risk and coastal defence.pdf]]:14:crushed stone and surface water would drain into the underlying material without the need for a formal [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1383_P01 Quay Plan.pdf|R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1383_P01 Quay Plan.pdf]]:1: MAIN WALL CRUSHED STONE SURFACING [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-ApplicationFormRedacted.pdf|R-2020-0684-ESM-ApplicationFormRedacted.pdf]]:3: Description of proposed materials and finishes: The majority of the quay would be surfaced with crushed stone, with the [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf]]:14:to 1964 there was a slag crushing works partially within the north of the site. In 1968 the oil depot was [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf]]:14:construction of a tank farm at Teesport to the north, an ore crushing plant (later a ferro manganese crushing [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf]]:15:Slag crushing works (former), Tarmac The slag crushing works, located partially within the proposed scheme footprint and partially [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf]]:15: including the construction of a tank farm at Teesport to the north, an ore crushing plant (later a [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf]]:15: ferro manganese crushing plant) to the south and Teesside Works Cleveland (steel works). [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf]]:17:Slag crushing works (former) [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf]]:17: • Slag crushing works; [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf]]:17: • Ore crushing plant; [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-61586 Quay Design and Access Statement November 2020.PDF|R-2020-0684-ESM-61586 Quay Design and Access Statement November 2020.PDF]]:6: heavy lift areas which would have a concrete surface. Approximately 25,000m3 of crushed stone [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-61586 Quay Design and Access Statement November 2020.PDF|R-2020-0684-ESM-61586 Quay Design and Access Statement November 2020.PDF]]:6: through the crushed stone into the underlying material without the need for a formal drainage [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-61586 Quay Design and Access Statement November 2020.PDF|R-2020-0684-ESM-61586 Quay Design and Access Statement November 2020.PDF]]:8: crushed stone surface with heavy lift areas with concrete surfacing . [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf]]:14: crushed on site and re-used as fill as part of the proposed scheme (or by STDC within the wider [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf]]:14: • Demolition of live substation. The building materials are proposed to be crushed and re-used on [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf]]:15: • Importation of approximately 25,000m3 of crushed stone to form the surfacing of the quay. [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf]]:22: 11,500m3) to be crushed and re- landside materials within the riverbank carried out by the main works [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf]]:22:- Substation building to be crushed - 750m wharf with timber piles – likely to within pipework. [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf]]:24:Waste inert materials (for example concrete, bricks, rubble) could be crushed and processed in accordance [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_17. Noise and vibration.pdf]]:13: Concrete crusher 1 C1.14 60 109.4 [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-EP CL.pdf|R-2020-0684-ESM-EP CL.pdf]]:1:and the Tarmac Asphalt and Concrete plant (formerly slag crushing works). [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_22. Climate change.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_22. Climate change.pdf]]:7: (crushed stone) [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_22. Climate change.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_22. Climate change.pdf]]:7:from demolition works would be crushed on site and reused as fill as part of the proposed scheme. It is also [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_22. Climate change.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_22. Climate change.pdf]]:8: Concrete crusher 50 149 [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1384_P01 Quay Sections.pdf|R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1384_P01 Quay Sections.pdf]]:1: MADE GROUND TO ASDO500 M120 / 110 600mm THK CRUSHED [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1388_P01 Construction Sequence.pdf|R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1388_P01 Construction Sequence.pdf]]:1: INSTALL QUAY INSTALL CRUSHED ROCK SURFACING [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Officer Report 0684.pdf|R-2020-0684-ESM-Officer Report 0684.pdf]]:13:(formerly slag crushing works). [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Officer Report 0684.pdf|R-2020-0684-ESM-Officer Report 0684.pdf]]:22:area of crushed stone thus allowing uncontaminated surface water to drain [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Officer Report 0684.pdf|R-2020-0684-ESM-Officer Report 0684.pdf]]:27:(formerly slag crushing works). [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Officer Report 0684.pdf|R-2020-0684-ESM-Officer Report 0684.pdf]]:78:crushed stone and surface water would drain into the underlying material [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 11_Air quality assessment method.pdf|R-2020-0684-ESM-Appendix 11_Air quality assessment method.pdf]]:1: concrete) • On-site crushing and screening [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_7. Marine sediment and water quality.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_7. Marine sediment and water quality.pdf]]:27:As outlined in Section 3, it is anticipated that the majority of the quay would be surfaced with crushed stone. [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_7. Marine sediment and water quality.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_7. Marine sediment and water quality.pdf]]:27:Uncontaminated surface water would therefore drain through the crushed stone into the underlying material [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:25:It is proposed that the quay would be surfaced with crushed stone, allowing surface water to drain into the [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1109_Appendix 15_Flood Risk Assessment.pdf]]:32:It is proposed that surface water would drain through the crushed stone on the quay deck into the underlying [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf|R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf]]:14:Is in an estuary and could affect fish in the estuary, During the operational phase the quay would be surfaced with crushed stone. This would [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf|R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf]]:14:outside the estuary but could delay or prevent fish allow uncontaminated surface water to drain through the crushed stone into the underlying [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf|R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf]]:15: During the operational phase the quay would be surfaced with crushed stone. This would [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf|R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf]]:15: allow uncontaminated surface water to drain through the crushed stone into the underlying [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:5:slag crushing works partially within the north of the site. In 1968 the oil depot developed to the north east [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:5:at Teesport to the north, an ore crushing plant (later a ferro manganese crushing plant) to the south and the [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:6:plant (formerly slag crushing works). Potential off-site sources include former industrial uses including a [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:6:Sheet and Galvanising Works, slag crushing works, ore crushing plant, dockyards including saw and timber [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:7: • Importation of approximately 25,000m3 of crushed stone onto the site to form the surfacing of the [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:17:Between1959 to 1964 there was a slag crushing works partially within the north of the site. In 1968 the oil [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:17:20th century including the construction of a tank farm at Teesport to the north, an ore crushing plant (later a [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:17:ferro manganese crushing plant) to the south and the Teesside Works Cleveland (steel works). [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:20:1959 – 1964 (OS Adjacent to Teesport are buildings labelled Slag Crushing Works (partially on and off site). [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:20:1:1,250 and OS south of the pumping station is no longer shown. station is labelled ore crushing plant with tracks running [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:20: buildings. This ore crushing plant became a ferro manganese [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:20: crushing plant in 1966 according to CH2M, 2017. [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:21:1981 (OS Map Slag Crushing Works (on and off site) is now labelled ‘Works’. [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:21: House has also been demolished. The ore crushing plant is no longer labelled. South east [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:21: of the former ore crushing plant are further buildings with [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:27:Slag crushing works (former) [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:28:Slag crushing works (100 m north) [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:28:Ore crushing plant (ferro manganese crushing [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:30: Moderate to crushed stone which would break the linkage [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:32: crushed stone which would break the linkage [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:36: unsaturated Low Risk former slag crushing works and current site usage as [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:36:Slag crushing works / currently Deposits); Secondary [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:39:plant (formerly slag crushing works). Potential off-site sources include former industrial uses including a [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:39:Sheet and Galvanising Works, slag crushing works, ore crushing plant, dockyards including saw and timber [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:39:of crushed stone onto the site to provide surfacing. Following construction, risks to human health or [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf|R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf]]:39:Where soils remain, these will be covered with crushed stone or hardstanding. Further investigation is [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf|R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf]]:8: 1959 to 1964 there was a slag crushing works partially within the north of the site. In 1968 the [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf|R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf]]:9: an ore crushing plant (later a ferro manganese crushing plant) to the south and the Teesside [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf|R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf]]:11: heavy lift areas which would have a concrete surface. Approximately 25,000m3 of crushed stone [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf|R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf]]:11: through the crushed stone into the underlying material without the need for a formal drainage [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf]]:2:crushed on site and re-used as fill as part of the proposed scheme (or by STDC within the wider development [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf]]:2:proposed to be crushed and re-used on site as fill. Services feeding into and out of the substation will be [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf]]:4: MAIN WALL CRUSHED STONE SURFACING [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf]]:5: MADE GROUND TO ASDO500 M120 / 110 600mm THK CRUSHED [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf]]:6:which would have a concrete surface. Approximately 25,000m3 of crushed stone is proposed to be imported [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf]]:12: INSTALL QUAY INSTALL CRUSHED ROCK SURFACING [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf]]:13: o Concrete crusher (land-based plant) [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf]]:13: o Concrete crusher (land-based plant) [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf]]:17:It is anticipated that the quay would be surfaced with crushed stone. Surface water would drain through the [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf]]:17:crushed stone into the underlying material without the need for a formal drainage system. [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf]]:19:concrete crusher. Certain activity will require use of river barges. [[this>Teesworks/Planning/R-2020-0684-ESM/R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_18. Air quality.pdf|R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_18. Air quality.pdf]]:12: be crushed on site and re-used as fill for the proposed scheme. [[this>Teesworks/Planning/R-2021-0405-FFM/R-2021-0405-FFM-210512, EcIA for South Bank Site Remediation_INCA_RevA Final.PDF|R-2021-0405-FFM-210512, EcIA for South Bank Site Remediation_INCA_RevA Final.PDF]]:15:habitat is a mixture of blast-furnace slag, crushed brick, sand and other materials, often scraped into [[this>Teesworks/Planning/R-2021-0405-FFM/R-2021-0405-FFM-OFFICER REPORT.pdf|R-2021-0405-FFM-OFFICER REPORT.pdf]]:2:ground within the subsurface, removal and crushing of relic structures and [[this>Teesworks/Planning/R-2021-0405-FFM/R-2021-0405-FFM-OFFICER REPORT.pdf|R-2021-0405-FFM-OFFICER REPORT.pdf]]:2:treated as appropriate and crushed in line with the approach set out in the [[this>Teesworks/Planning/R-2021-0405-FFM/R-2021-0405-FFM-63262_01 - South Bank Remediation Cover Letter - 13.05.21.PDF|R-2021-0405-FFM-63262_01 - South Bank Remediation Cover Letter - 13.05.21.PDF]]:2:These works will include turnover of the made ground within the subsurface, removal and crushing of relic [[this>Teesworks/Planning/R-2021-0405-FFM/R-2021-0405-FFM-63262_01 - South Bank Remediation Cover Letter - 13.05.21.PDF|R-2021-0405-FFM-63262_01 - South Bank Remediation Cover Letter - 13.05.21.PDF]]:3:the site. The subsurface material removed will be screened, separated, treated as appropriate and crushed in [[this>Teesworks/Planning/R-2021-0405-FFM/R-2021-0405-FFM-63262_01 - South Bank Remediation Cover Letter - 13.05.21.PDF|R-2021-0405-FFM-63262_01 - South Bank Remediation Cover Letter - 13.05.21.PDF]]:6:The proposed remediation strategy comprises the excavation and crushing of hardstanding and other [[this>Teesworks/Planning/R-2021-0405-FFM/R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF|R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF]]:15:The proposed remedial strategy comprises the excavation and crushing of hardstanding (where [[this>Teesworks/Planning/R-2021-0405-FFM/R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF|R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF]]:16: Quay wall to Up to 5.5m bgl finished level including removal and crushing of relic [[this>Teesworks/Planning/R-2021-0405-FFM/R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF|R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF]]:16: current ground level including removal and crushing of [[this>Teesworks/Planning/R-2021-0405-FFM/R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF|R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF]]:17:  Excavated hard materials (such as concrete and brick) that may be crushed to produce [[this>Teesworks/Planning/R-2021-0405-FFM/R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF|R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF]]:17:Where appropriate, existing concrete, brick and other suitable building materials will be crushed to a [[this>Teesworks/Planning/R-2021-0405-FFM/R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF|R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF]]:20:  Screening and crushing of Made Ground materials in order to make them suitable for reuse. [[this>Teesworks/Planning/R-2021-0405-FFM/R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF|R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF]]:20: ground, certified demolition arising, crushed concrete or imported fill. [[this>Teesworks/Planning/R-2021-0405-FFM/R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF|R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF]]:21:for mobile plant is not in place, then an EA Standard Rules Permit for the low risk crushing and screening [[this>Teesworks/Planning/R-2021-0405-FFM/R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF|R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF]]:24:removed and crushed for re-use on site. Materials which are impacted with contaminants to levels [[this>Teesworks/Planning/R-2021-0405-FFM/R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF|R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF]]:24:Made Ground materials will require size screening and crushing to enable reuse. Any deleterious [[this>Teesworks/Planning/R-2021-0405-FFM/R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF|R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF]]:28: crushed site aggregate [[this>Teesworks/Planning/R-2021-0405-FFM/R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF|R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF]]:29: crushed site aggregate [[this>Teesworks/Planning/R-2021-0405-FFM/R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF|R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF]]:32:should be crushed to 6f2 or similar suitable material class and reused in areas identified by STDC as [[this>Teesworks/Planning/R-2021-0405-FFM/R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF|R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF]]:32:material will be crushed for reuse, while deleterious material will be removed from site. All remaining [[this>Teesworks/Planning/R-2021-0268-CD/R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf|R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf]]:32:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-0268-CD/R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf|R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf]]:38:0.80 B3 boulders. Sand is fine to coarse and includes predominantly crushed [[this>Teesworks/Planning/R-2021-0268-CD/R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf|R-2021-0268-CD-10035117-AUK-XX-XX-CO-ZZ-0279-01-Railway_Bund_Memo.pdf]]:39: boulders. Sand is fine to coarse and includes predominantly crushed [[this>Teesworks/Planning/R-2022-0526-CD/R-2022-0526-CD-AQIA_FINAL.pdf|R-2022-0526-CD-AQIA_FINAL.pdf]]:14: cladding or timber) 20m above ground level • On-site crushing and [[this>Teesworks/Planning/R-2022-0526-CD/R-2022-0526-CD-AQIA_FINAL.pdf|R-2022-0526-CD-AQIA_FINAL.pdf]]:39: aerodynamic diameter and is created through the action of crushing and [[this>Teesworks/Planning/R-2022-0679-CD/R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf|R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf]]:51: RECYCLED CRUSHED AGGREGATE [[this>Teesworks/Planning/R-2022-0679-CD/R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf|R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf]]:52: RECYCLED CRUSHED AGGREGATE [[this>Teesworks/Planning/R-2020-0539-PND/R-2020-0539-PND-Officer report _R20200539PND.pdf|R-2020-0539-PND-Officer report _R20200539PND.pdf]]:3: • Crushing of demolition rubble to Class 6FA specification and infill of [[this>Teesworks/Planning/R-2020-0539-PND/R-2020-0539-PND-South Bank Wharf Riverside Buildings Demolition V1.1 reviewed.PDF|R-2020-0539-PND-South Bank Wharf Riverside Buildings Demolition V1.1 reviewed.PDF]]:5:  Crushing of demolition rubble to Class 6F2 specification and infill of voids where [[this>Teesworks/Planning/R-2020-0539-PND/R-2020-0539-PND-South Bank Wharf Riverside Buildings Demolition V1.1 reviewed.PDF|R-2020-0539-PND-South Bank Wharf Riverside Buildings Demolition V1.1 reviewed.PDF]]:6:on completion, with any voids backfilled utilising on site crushed material. The brick work to [[this>Teesworks/Planning/R-2020-0539-PND/R-2020-0539-PND-South Bank Wharf Riverside Buildings Demolition V1.1 reviewed.PDF|R-2020-0539-PND-South Bank Wharf Riverside Buildings Demolition V1.1 reviewed.PDF]]:6:the buildings is to be crushed to a 6F2 specification and used to infill any voids or pipe [[this>Teesworks/Planning/R-2020-0539-PND/R-2020-0539-PND-South Bank Wharf Riverside Buildings Demolition V1.1 reviewed.PDF|R-2020-0539-PND-South Bank Wharf Riverside Buildings Demolition V1.1 reviewed.PDF]]:7:set aside for crushing and re-use. Where the roof cannot be safely separated insitu from the [[this>Teesworks/Planning/R-2020-0539-PND/R-2020-0539-PND-South Bank Wharf Riverside Buildings Demolition V1.1 reviewed.PDF|R-2020-0539-PND-South Bank Wharf Riverside Buildings Demolition V1.1 reviewed.PDF]]:8:  5 tonne crushing bucket [[this>Teesworks/Planning/R-2020-0539-PND/R-2020-0539-PND-STDC-SIZ-SB-EWO-0004 - South Bank Enabling Works - Riverside Structures (003).PDF|R-2020-0539-PND-STDC-SIZ-SB-EWO-0004 - South Bank Enabling Works - Riverside Structures (003).PDF]]:1: Works to be crushed to 6f2 for site [[this>Teesworks/Planning/R-2020-0539-PND/R-2020-0539-PND-60772_South Bank pump houses cover letter_September 2020.PDF|R-2020-0539-PND-60772_South Bank pump houses cover letter_September 2020.PDF]]:2:• Crushing of demolition rubble to Class 6FA specification and infill of voids where necessary; [[this>Teesworks/Planning/R-2020-0539-PND/R-2020-0539-PND-60772_South Bank pump houses cover letter_September 2020.PDF|R-2020-0539-PND-60772_South Bank pump houses cover letter_September 2020.PDF]]:3:As set out in the accompanying method statement, brick work to the buildings is to be crushed to a 6F2 [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0520-04-Land West of Warrenby Redcar.pdf]]:9:site won materials will be used to create the development platform, this may include crushing, screening and [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-Aug 22 - CEMP - Land West of Warrenby - Site Preparation Remediation Works.pdf|R-2022-0755-CD-Aug 22 - CEMP - Land West of Warrenby - Site Preparation Remediation Works.pdf]]:4:  Crushing and processing of recovered concrete. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:50:• Coke crushing / blending (west of the Site), [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:393: is fine to coarse and includes crushed slag. Gravel is fine to coarse [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:409:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:417: rootlets. Sand is fine to coarse and includes crushed slag. Gravel is [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:417:0.50 ES3 boulder content. Sand is fine to coarse and includes crushed slag. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:420: rootlets. Sand is fine to coarse and includes crushed slag. Gravel is [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:420:0.55 J3 low boulder content. Sand is fine to coarse and includes crushed [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:423: rootlets. Sand is fine to coarse and includes crushed slag. Gravel is [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:423:0.50 PID <0.1ppm Sand is fine to coarse and includes crushed slag. Gravel is fine to [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:423:1.45 J8 boulder content. Sand is fine to coarse and includes crushed slag. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:429:0.20 J1 Sand is fine to coarse and includes crushed slag. Gravel is fine to [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:429:0.50 PID <0.1ppm Sand is fine to coarse and includes crushed slag. Gravel is fine to [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:432:0.20 J1 Sand is fine to coarse and includes crushed slag. Gravel is fine to [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf]]:432:0.70 J5 crushed slag. Gravel is fine to coarse subangular and includes slag. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf]]:20:conducted down to the depths (bfl) indicated in Figure 1, including removal and crushing of relic [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf]]:23: • Excavated hard materials (such as concrete and brick) that may be crushed to produce [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf]]:23:materials will be crushed (under the MMP) to an acceptable material as specified in the Earthworks [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf]]:25: • Screening and crushing of Made Ground materials in order to make them suitable for reuse; [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf]]:25: demolition arising, crushed concrete or imported fill. [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf]]:26:for mobile plant is not in place then an EA Standard Rules Permit for the low risk crushing and screening [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf]]:27:removed and crushed for re-use on site. Materials which are impacted with contaminants to levels [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf]]:27:Made Ground materials will require size screening and crushing to enable reuse. Any deleterious [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf]]:31: crushed site aggregate [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf]]:32: crushed site aggregate [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf]]:35:should be crushed to an acceptable material as specified in the Earthworks Specification [Arcadis [[this>Teesworks/Planning/R-2022-0755-CD/R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf|R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf]]:35:material will be crushed for reuse, while deleterious material will be removed from site. All remaining [[this>Teesworks/Planning/R-2020-0283-PND/R-2020-0283-PND-STDC-SIZ-GP-EWO-0010 Prairie Site Phase 1 - Proposed Demolitions-A3.PDF|R-2020-0283-PND-STDC-SIZ-GP-EWO-0010 Prairie Site Phase 1 - Proposed Demolitions-A3.PDF]]:1: crushed to 6f2 for site re-use. [[this>Teesworks/Planning/R-2020-0679-PND/R-2020-0679-PND-Officer Report.pdf|R-2020-0679-PND-Officer Report.pdf]]:1:• Crushing of demolition rubble to Class 6F2 fill material and infill of voids; [[this>Teesworks/Planning/R-2020-0679-PND/R-2020-0679-PND-Officer Report.pdf|R-2020-0679-PND-Officer Report.pdf]]:2:demolition activities is to be crushed to a Class 6F2 specification and used to [[this>Teesworks/Planning/R-2020-0679-PND/R-2020-0679-PND-Officer Report.pdf|R-2020-0679-PND-Officer Report.pdf]]:2:utilising on site crushed material. Existing roads and hardstanding areas, [[this>Teesworks/Planning/R-2020-0679-PND/R-2020-0679-PND-TSWK-STDC-DMP-ZZ-DR-C-0001 Torpedo Shed Demolition Plan AMENDED.PDF|R-2020-0679-PND-TSWK-STDC-DMP-ZZ-DR-C-0001 Torpedo Shed Demolition Plan AMENDED.PDF]]:1: CRUSHED UNCONTAMINATED SITE WON 6F2 TO [[this>Teesworks/Planning/R-2020-0679-PND/R-2020-0679-PND-60722_Cover letter torpedo v2_Nov 2020.PDF|R-2020-0679-PND-60722_Cover letter torpedo v2_Nov 2020.PDF]]:2:• Crushing of demolition rubble to Class 6F2 fill material and infill of voids; [[this>Teesworks/Planning/R-2020-0679-PND/R-2020-0679-PND-60722_Cover letter torpedo v2_Nov 2020.PDF|R-2020-0679-PND-60722_Cover letter torpedo v2_Nov 2020.PDF]]:3:to be crushed to a Class 6F2 specification and used to infill any voids or pipe channels. [[this>Teesworks/Planning/R-2020-0679-PND/R-2020-0679-PND-60722_Cover letter torpedo v2_Nov 2020.PDF|R-2020-0679-PND-60722_Cover letter torpedo v2_Nov 2020.PDF]]:3:with any voids backfilled utilising on site crushed material. [[this>Teesworks/Planning/R-2020-0679-PND/R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF|R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF]]:3:3.6. Grubbing Up Foundations and Crushing 18 [[this>Teesworks/Planning/R-2020-0679-PND/R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF|R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF]]:6:  Crushing of demolition rubble to Class 6F2 fill material and infill of voids; [[this>Teesworks/Planning/R-2020-0679-PND/R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF|R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF]]:8:any voids backfilled utilising on site crushed material. The brick work to the buildings, including any concrete, is [[this>Teesworks/Planning/R-2020-0679-PND/R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF|R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF]]:8:to be crushed to a Class 6F2 specification and used to infill any voids or pipe channels. [[this>Teesworks/Planning/R-2020-0679-PND/R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF|R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF]]:10:and during the crushing and demolition of the brick structures it is expected that water and dust control will be in [[this>Teesworks/Planning/R-2020-0679-PND/R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF|R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF]]:14: crushing. During the stockpiling the excavator will remove any [[this>Teesworks/Planning/R-2020-0679-PND/R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF|R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF]]:14: product ready for crushing. [[this>Teesworks/Planning/R-2020-0679-PND/R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF|R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF]]:17:All rubble and brick work, scrap metal associated with the buildings will be stockpiled locally. All approved rubble and brickwork this will be crushed into a 6F2 product [[this>Teesworks/Planning/R-2020-0679-PND/R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF|R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF]]:17:using an excavator mounted crushing bucket or processing plant. All scrap metal will be cut to manageable sizes of approximately 1.5m by 0.6m and stockpiled for [[this>Teesworks/Planning/R-2020-0679-PND/R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF|R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF]]:18:3.6. Grubbing Up Foundations and Crushing [[this>Teesworks/Planning/R-2020-0679-PND/R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF|R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF]]:18:  All concrete will be processed to remove steel reinforcing bars ready for crushing; [[this>Teesworks/Planning/R-2020-0679-PND/R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF|R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF]]:18:  Material will be stockpiled in a windrow ready for crushing; [[this>Teesworks/Planning/R-2020-0679-PND/R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF|R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF]]:18:  Grade off footprint of building by utilising crush to taper off slab edges; [[this>Teesworks/Planning/R-2020-0679-PND/R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF|R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF]]:18:  All brick and concrete will be crushed to a 6F2 Specification and stockpiled on site in the designated [[this>Teesworks/Planning/R-2020-0679-PND/R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF|R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF]]:18: area. The crusher will be positioned on firm level ground as required as per the safe working procedure. [[this>Teesworks/Planning/R-2020-0679-PND/R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF|R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF]]:18:  Water supply connected to the crusher and dust suppression used as required as crushing is carried out. [[this>Teesworks/Planning/R-2020-0679-PND/R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF|R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF]]:22: CRUSHED UNCONTAMINATED SITE WON 6F2 TO [[this>Teesworks/Planning/R-2022-0366-CD/R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf|R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf]]:51: RECYCLED CRUSHED AGGREGATE [[this>Teesworks/Planning/R-2022-0366-CD/R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf|R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf]]:52: RECYCLED CRUSHED AGGREGATE [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF]]:9:demolished to slab level with concrete foundations, roadways and crushed aggregate including [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF]]:15:of up to 2.5 m bg) (assuming ground level is the foundation level) including removal and crushing of [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF]]:17:  Excavated hard materials (such as concrete and brick) that may be crushed to produce [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF]]:17:Where appropriate, existing concrete, brick and other suitable building materials will be crushed to 6F2 [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF]]:27:This approach involves the excavation of the slag rich or refractory materials, the material is crushed, [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF]]:28:It may be possible to accelerate the expansion of slags by crushing and hydration however this has not [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF]]:30:The proposed remedial strategy comprises the excavation and crushing of hardstanding and other [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF]]:31:  Screening and crushing of Made Ground materials in order to make suitable for reuse. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF]]:31: demolition arising, crushed concrete or imported fill. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF]]:32:for mobile plant is not n place then an EA Standard Rules Permit for the low risk crushing and screening [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF]]:33:removed and crushed for re-use on site. Materials which are impacted with contaminants to levels [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF]]:33:Made Ground materials will require size screening and crushing to enable reuse. Any deleterious [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF]]:38:materials as far as practicable and stockpiled separately. Material should be crushed to 6f2 and reused [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF]]:40:material will be crushed for reuse, while deleterious material will be removed from site. All remaining [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF]]:88:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF]]:95: (overnight). Dried samples are crushed in a jaw crusher, if [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF]]:111: Soils are air-dried and crushed before being subjected to a [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF]]:119: preferably by jaw crushing. The material is then mixed and [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part6.PDF]]:119: prior to crushing to <212 microns. If there is excessive [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:22: By 1968 an Ore Crushing Plant and associated conveyor and railway lines has been constructed 170m south [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:24: Ore crushing and handling plant (North). [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:43: concluded that materials on site could be processed by crushing and screening to provide suitable [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf]]:45: processing (screening, crushing) of site-won materials, along with localised contamination [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part1.PDF]]:10:to slab level with concrete foundations, roadways and crushed aggregate including steelmaking wastes [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:23: Can be indented by thumbnail. Gravel sized Very Weak Lumps can be crushed [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:23: lumps crush between finger and thumb. (<1.25) between fingers [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part2.PDF]]:38:7.00-8.00 B2 at c.7.00-8.00m BGL ... driller notes 'large crushed metal'. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:105:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:112: (overnight). Dried samples are crushed in a jaw crusher, if [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:128: Soils are air-dried and crushed before being subjected to a [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:136: preferably by jaw crushing. The material is then mixed and [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:136: prior to crushing to <212 microns. If there is excessive [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:157: 0.6-1.0 Gravel sized lumps crush between [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part5.PDF]]:157: weak crushed between finger and thumb. (0.6-1.0) [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:46: Can be indented by thumbnail. Gravel sized Very Weak Lumps can be crushed [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:46: lumps crush between finger and thumb. (<1.25) between fingers [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0117-02-Prairie_ESA_Addendum_Part1.PDF]]:61:7.00-8.00 B2 at c.7.00-8.00m BGL ... driller notes 'large crushed metal'. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 2).pdf|R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 2).pdf]]:12:Noise and vibration will be associated principally with the breaking out and crushing of any hard materials [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF]]:17:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF]]:24: (overnight). Dried samples are crushed in a jaw crusher, if [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF]]:40: Soils are air-dried and crushed before being subjected to a [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF]]:48: preferably by jaw crushing. The material is then mixed and [[this>Teesworks/Planning/R-2021-0879-FF/R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF|R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0062-02-Prairie_ESA_Part6.PDF]]:48: prior to crushing to <212 microns. If there is excessive [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Figure 6.9 Landscape Strategy.pdf|R-2020-0411-FFM-Figure 6.9 Landscape Strategy.pdf]]:1: WALL AGGREGATE CRUSHED STONE [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 13.1 Archaeological Desk Based Assessment - Formatted.pdf|R-2020-0411-FFM-Appendix 13.1 Archaeological Desk Based Assessment - Formatted.pdf]]:39: crushed inwards though still holding its shape. The wreck was surveyed [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 11.3 - Detailed Construction Phase Dust Assessment Methodology.pdf|R-2020-0411-FFM-Appendix 11.3 - Detailed Construction Phase Dust Assessment Methodology.pdf]]:3:site crushing and screening, demolition activities > 20 m above ground level. [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 10.1 Transport Assessment.pdf|R-2020-0411-FFM-Appendix 10.1 Transport Assessment.pdf]]:35: BALED Aggregate Crushed Stone [[this>Teesworks/Planning/R-2020-0411-FFM/R-2020-0411-FFM-Appendix 10.1 Transport Assessment.pdf|R-2020-0411-FFM-Appendix 10.1 Transport Assessment.pdf]]:35: Aggregate Crushed Stone [[this>Teesworks/Planning/R-2021-0728-PND/R-2021-0728-PND-Demolition of Dorman Long Tower.pdf|R-2021-0728-PND-Demolition of Dorman Long Tower.pdf]]:22: Crush and physical injury to Banksman to be used when reversing. [[this>Teesworks/Planning/R-2021-0728-PND/R-2021-0728-PND-Cover Letter.pdf|R-2021-0728-PND-Cover Letter.pdf]]:2:ground level using oxy / propane hot cutting equipment. Any voids will be infilled with site won crushed [[this>Teesworks/Planning/R-2021-0465-FFM/R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:17:The proposed remedial strategy comprises the excavation and crushing of hardstanding (where [[this>Teesworks/Planning/R-2021-0465-FFM/R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:17:turnover of the Made Ground is to be conducted down to 7.5mAOD, including removal and crushing of [[this>Teesworks/Planning/R-2021-0465-FFM/R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:20:  Excavated hard materials (such as concrete and brick) that may be crushed to produce [[this>Teesworks/Planning/R-2021-0465-FFM/R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:20:Where appropriate, existing concrete, brick and other suitable building materials will be crushed to a [[this>Teesworks/Planning/R-2021-0465-FFM/R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:22:  Screening and crushing of Made Ground materials in order to make them suitable for reuse. [[this>Teesworks/Planning/R-2021-0465-FFM/R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:22: demolition arising, crushed concrete or imported fill. [[this>Teesworks/Planning/R-2021-0465-FFM/R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:23:for mobile plant is not in place then an EA Standard Rules Permit for the low risk crushing and screening [[this>Teesworks/Planning/R-2021-0465-FFM/R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:24:removed and crushed for re-use on site. Materials which are impacted with contaminants to levels [[this>Teesworks/Planning/R-2021-0465-FFM/R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:24:Made Ground materials will require size screening and crushing to enable reuse. Any deleterious [[this>Teesworks/Planning/R-2021-0465-FFM/R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:27: crushed site aggregate [[this>Teesworks/Planning/R-2021-0465-FFM/R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:28: crushed site aggregate [[this>Teesworks/Planning/R-2021-0465-FFM/R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:30:should be crushed to 6f2 or similar suitable material class and reused in areas identified by STDC as [[this>Teesworks/Planning/R-2021-0465-FFM/R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf|R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf]]:33:material will be crushed for reuse, while deleterious material will be removed from site. All remaining [[this>Teesworks/Planning/R-2023-0179-SCP/R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf|R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf]]:13: storage, as well as a coke crushing facility. These structures are known to have [[this>Teesworks/Planning/R-2023-0179-SCP/R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf|R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf]]:59: • Former steel works including blended ore stocks and coke crushing plant; [[this>Teesworks/Planning/R-2023-0179-SCP/R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf|R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf]]:60: crushing and blending plant and former pellet plant – currently being [[this>Teesworks/Planning/R-2020-0819-ESM/R-2020-0819-ESM-VOL 2 CHAPTER H.pdf|R-2020-0819-ESM-VOL 2 CHAPTER H.pdf]]:26: requiring breaking out and crushing. Old foundations and in-ground structures will present [[this>Teesworks/Planning/R-2020-0819-ESM/R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter D - Biodiversity and Ecology - Dec 2020.PDF|R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter D - Biodiversity and Ecology - Dec 2020.PDF]]:6:furnace slag but in some cases crushed building materials. Condition depends principally on the [[this>Teesworks/Planning/R-2020-0819-ESM/R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter D - Biodiversity and Ecology - Dec 2020.PDF|R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter D - Biodiversity and Ecology - Dec 2020.PDF]]:13:comprising crushed rubble with areas of concrete hardstanding. It is in the early stages of becoming [[this>Teesworks/Planning/R-2020-0819-ESM/R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter D - Biodiversity and Ecology - Dec 2020.PDF|R-2020-0819-ESM-Dorman Point ES - Vol 3 - Chapter D - Biodiversity and Ecology - Dec 2020.PDF]]:13:The substrate in this area is a light soil which was dressed with crushed iron slag. It is quite sparsely [[this>Teesworks/Planning/R-2020-0819-ESM/R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter M - Waste and Materials Management - Dec 2020(1).PDF|R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter M - Waste and Materials Management - Dec 2020(1).PDF]]:17: together with the ongoing mineral extraction of sands, gravels, and crushed aggregate in the [[this>Teesworks/Planning/R-2020-0819-ESM/R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter M - Waste and Materials Management - Dec 2020(1).PDF|R-2020-0819-ESM-Dorman Point ES - Vol 2 - Chapter M - Waste and Materials Management - Dec 2020(1).PDF]]:18: need for primary minerals. Furthermore, primary mineral extraction (i.e. sand, gravel, crushed [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:31:• Coke crushing / blending (west of the Site), [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:54: ash and crushed brick. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:56: MADE GROUND: Brownish orange loose GRAVEL of fragmented, crushed and powdered brick. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:143:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:152:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:161:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:166:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:171:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:186:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:191:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:199:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:206:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:214:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:226:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:239:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:243:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:246:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:249:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:252:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:256:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:265:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:270:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:275:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:284:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:289:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:294:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:298:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:301:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:305:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:309:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:312:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:315:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:325:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:335:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:339:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:347:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:356:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:367:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:385:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:389:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:392:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:408:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:425:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2023-0277-CD/R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf|R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf]]:429:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2020-0822-ESM/R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter M - Waste and Materials Management - Dec 2020.PDF|R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter M - Waste and Materials Management - Dec 2020.PDF]]:17: together with the ongoing mineral extraction of sands, gravels, and crushed aggregate in the [[this>Teesworks/Planning/R-2020-0822-ESM/R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter M - Waste and Materials Management - Dec 2020.PDF|R-2020-0822-ESM-Long Acres ES - Vol 2 - Chapter M - Waste and Materials Management - Dec 2020.PDF]]:18: need for primary minerals. Furthermore, primary mineral extraction (i.e. sand, gravel, crushed [[this>Teesworks/Planning/R-2020-0822-ESM/R-2020-0822-ESM-Long Acres ES - Vol 3 - Chapter D - Biodiversity and Ecology - Dec 2020.PDF|R-2020-0822-ESM-Long Acres ES - Vol 3 - Chapter D - Biodiversity and Ecology - Dec 2020.PDF]]:6:furnace slag but in some cases crushed building materials. Condition depends principally on the [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-Metals Recovery Site HRA_Issue.PDF|R-2020-0465-FFM-Metals Recovery Site HRA_Issue.PDF]]:9:construction material. This involves the crushing and screening of the raw by [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:22: By 1968 an Ore Crushing Plant and associated conveyor and railway lines has been constructed 170m south [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:24:  Ore crushing and handling plant (North). [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:43: concluded that materials on site could be processed by crushing and screening to provide suitable [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:45: processing (screening, crushing) of site-won materials, along with localised contamination [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF|R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF]]:112:Noise and vibration will be associated principally with the breaking out and crushing of any hard materials [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF|R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF]]:13: Slag crushing and metal cleaning plant [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF|R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF]]:27:excavation and crushing of hardstanding and other impermeable obstructions within the Made Ground and [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF|R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF]]:52:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF|R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF]]:69:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF|R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF]]:82:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF|R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF]]:99:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF|R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF]]:114:Inorganic soil analysis was carried out on a dried sample, crushed to pass a 425µm sieve, in accordance with BS1377. [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-MRS EcIA Report_Issue.PDF|R-2020-0465-FFM-MRS EcIA Report_Issue.PDF]]:7:construction material. This involves the crushing and screening of the raw by- [[this>Teesworks/Planning/R-2020-0465-FFM/R-2020-0465-FFM-MRS EcIA Report_Issue.PDF|R-2020-0465-FFM-MRS EcIA Report_Issue.PDF]]:68:some cases crushed building materials), this material has been added for the