North East File Collection - NEFC

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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.

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

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

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

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

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

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

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

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

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

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

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;

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

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,

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

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

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

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

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

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

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

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

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

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

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,

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

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

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

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

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

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

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

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

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

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

EN010103-000903-NZT DCO 6.2.19 ES Vol I Chapter 19 Marine Heritage.pdf:18: been crushed inwards though still holding its shape.

EN010103-001161-NZT DCO 6.1 ES Non-Technical Summary.pdf:28: including removal and crushing of derelict underground structures and

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

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

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

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

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

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

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

EN010103-001738-NZT DCO 9.8 Appendix GH.1.1b Preliminary Onshore Ground Investigation for GIR Report - June 2022.pdf:81: crushed vesicular slag.

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

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,

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

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

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.

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

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

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

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

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

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.

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

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

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

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

EN010103-000829-NZT DCO 5.4 - Design and Access Statement.pdf:54: buildings and structures will comprise in the main of hardstanding and crushed

EN010103-000829-NZT DCO 5.4 - Design and Access Statement.pdf:55: Point Substation are likely to comprise hardstanding and crushed stone. The AGIs

EN010103-001725-DLA Piper UK LLP - Responses to the ExA’s ExQ1 1.pdf:10: ore is crushed and turned into granules which results

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

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

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)

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

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.

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

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

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

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

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.

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

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

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

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

EN010103-000831-NZT DCO 5.3 - Planning Statement.pdf:91: structures will comprise for the most part of hardstanding and crushed stone, with

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.

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

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.

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

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;

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

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,

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

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

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

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

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

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

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

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

EN010082-000379-6.2.5 - Tees CCPP - ES Chapter 5 Project Description - tracked Rev 2 with figures.pdf:8: • concrete break out and crushing of materials to also create a pile mat

EN010082-000576-6.3.20 - Tees CCPP - Annex L CEMP - Version 5 (Clean).pdf:35: The re-use of soil and crushed concrete shall be managed on site

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

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

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

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

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

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

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

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

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

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,

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

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

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

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

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

EN010082-000373-6.2.5 - Tees CCPP - ES Chapter 5 - Project Description - clean Rev 2 with figures.pdf:8: • concrete break out and crushing of materials to also create a pile mat

EN010082-000206-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,

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

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

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

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

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

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

EN010082-000196-EN010082-6.3.6-ES Annex D3-Site Condition Report-Final-November 2017.pdf:20:crushed material.

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.

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

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

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.

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

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

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

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

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

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

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

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

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

EN010082-000019-Scoping Report.pdf:73:removed those areas have been filled with crushed concrete. This area is

EN010082-000019-Scoping Report.pdf:73:total. This is on a crushed iron slag base and varies in its vegetation

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

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

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

TR030002-000571-Doc 7.3 Appendix 3 - Habitats Regulation Assessment Sept 2014.pdf:16: • Processing plant for crushing, screening and granulation.

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.

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.

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.

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.

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.

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.

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).

TR030002-000460-Section 3 App 3.1 Waste management.pdf:43: • Breaking and crushing of concrete

TR030002-000460-Section 3 App 3.1 Waste management.pdf:43: breaker prior to crushing for either on or offsite

TR030002-000460-Section 3 App 3.1 Waste management.pdf:44: would be crushed and re-used.

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

TR030002-000460-Section 3 App 3.1 Waste management.pdf:46: Crush and reuse in on-site decommissioning

TR030002-000460-Section 3 App 3.1 Waste management.pdf:46: Crush and reuse in on-site decommissioning

TR030002-000567-Doc 7.3 Project Position Statement.pdf:7:1.6 The mineral will be mined, crushed, loaded onto hoppers at the

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

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.

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

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

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.

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

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

TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf:40:mineral is crushed and mixed with brine, before PROCESSING AND PORT

TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf:40:conducted to identify any Sub-surface mineral crushing

TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf:43: the mine site. The mineral crushing,

TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf:45: CRUSHING

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;

TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf:81: - Two processing plants for the crushing, screening and granulation

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

TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf:99: 1 CRUSHING & MILLING 2 SCREENING 3 GRANULATING

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,

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.

TR030002-000671-Doc 6.1 Consultation Statement Appendices - 1 to 9.pdf:99: conveyor to the granulation area. crusher with the remainder sent via

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

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

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.

TR030002-000463-Section 4 App 4.2 Scoping Opinion.pdf:71: treatment plant if used (e.g. crushers).

TR030002-000675-Doc 6.3 Habitats Regulations Assessment_2 of 2.pdf:26:  A processing plant for crushing, screening and granulation.

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

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

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

TR030002-000464-Section 4 App 4.3 WFD compliance assessment.pdf:33: of crushed rock allowing water to percolate into Paragraph 4.1.8).

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

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.

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

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.

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

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.

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

TR030002-000428-Doc 4.2 Explanatory Memorandum.pdf:6:1.4 It is proposed that the dry mineral would be mined, crushed,

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

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

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

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

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

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

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

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

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.

TR030002-000441-ES Section 6 Hydrology_hydrogeology_land quality.pdf:48: Crushing operations

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,

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

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

TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf:10: Handling Plant - Crushing and Screening……………………………………………….. 19

TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf:33: Handling Plant - Crushing and Screening

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

TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf:33: Crushing building (B-01d). Secondary crushing breaks down the material into a

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

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

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

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

TR030002-000573-Doc 7.3 Appendix 5 - MHF Planning Statement.pdf:34: identified in the screening process is returned via conveyor to the crushing

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

TR030002-000072-140113_TR030002_York Potash Harbour Facilities_Scoping Opinion Report.pdf:69: treatment plant if used (e.g. crushers).

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

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.

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

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

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

TR030002-000435-ES Section 1 Introduction.pdf:2: (MMO). Once extracted, the dry product would be crushed, loaded onto hoppers, and transported to

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

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,

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.

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.

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.

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

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

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

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

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

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

IBPB8270R001F01_EIA REPORT(2).pdf:223:in nature to crushed tarmac). The masonry remains of a navigation marker are visible which delineates the

IBPB8270R001F01_EIA REPORT.pdf:223:in nature to crushed tarmac). The masonry remains of a navigation marker are visible which delineates the

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

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

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:18: MAIN WALL CRUSHED STONE SURFACING

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

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

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:26: INSTALL QUAY INSTALL CRUSHED ROCK SURFACING

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:27: o Concrete crusher (land-based plant)

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:27: o Concrete crusher (land-based plant)

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

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:31:crushed stone into the underlying material without the need for a formal drainage system.

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:168:As outlined in Section 3, it is anticipated that the majority of the quay would be surfaced with crushed stone.

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

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

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

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

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

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).

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:185:Slag crushing works (former)

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:185: • Slag crushing works;

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:185: • Ore crushing plant;

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

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.

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.

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

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:466: (crushed stone)

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

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-10.pdf:467: Concrete crusher 50 149

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

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

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:18: MAIN WALL CRUSHED STONE SURFACING

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

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

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:26: INSTALL QUAY INSTALL CRUSHED ROCK SURFACING

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:27: o Concrete crusher (land-based plant)

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:27: o Concrete crusher (land-based plant)

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

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:31:crushed stone into the underlying material without the need for a formal drainage system.

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:168:As outlined in Section 3, it is anticipated that the majority of the quay would be surfaced with crushed stone.

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

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

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

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

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

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).

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:185:Slag crushing works (former)

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:185: • Slag crushing works;

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:185: • Ore crushing plant;

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

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.

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.

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

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:466: (crushed stone)

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

MLA_2020_00506-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:467: Concrete crusher 50 149

MLA_2020_00506-Licence Document (Marine).pdf:8: Concrete will be crushed on site and re-used as fill as part

MLA_2020_00506-Licence Document (Marine).pdf:9: be crushed and re-used on site as fill.

MLA_2020_00506-Licence Document (Marine)-45.pdf:8: Concrete will be crushed on site and re-used as fill as part

MLA_2020_00506-Licence Document (Marine)-45.pdf:9: be crushed and re-used on site as fill.

MLA_2020_00506-Licence Document (Marine)-58.pdf:8: Concrete will be crushed on site and re-used as fill as part

MLA_2020_00506-Licence Document (Marine)-58.pdf:9: be crushed and re-used on site as fill.

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:7: MAIN WALL CRUSHED STONE SURFACING

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

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

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.

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

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:23:- Substation building to be crushed - 750m wharf with timber piles – likely to within pipework.

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:25:Waste inert materials (for example concrete, bricks, rubble) could be crushed and processed in accordance

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

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

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

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

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

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

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

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).

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).

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

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

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.

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’.

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

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

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:273:Slag crushing works (former)

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:274:Slag crushing works (100 m north)

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:274:Ore crushing plant (ferro manganese crushing

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

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:278: crushed stone which would break the linkage

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

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:282:Slag crushing works / currently Deposits); Secondary

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

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

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

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

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:292: Crush

MLA_2020_00506-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:293: concrete) • On-site crushing and screening

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

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

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

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

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

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

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

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

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

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

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

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

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)

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

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

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.

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

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

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

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.

CHK-JBAU-00-00-RP-EN-0001-S3-P02-South_Bank_WFD_Report.pdf:42: from the leaching of metals due to ore crushing

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

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

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

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

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

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.

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.

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

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

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

R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:27: crushed site aggregate

R-2021-0422-CD-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.PDF:28: crushed site aggregate

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

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

R-2021-0610-PND-Officer Report 0610.pdf:2:residual materials (brick and concrete) will be crushed and set aside for re-

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

R-2021-0610-PND-SBCO (Phase 2) Demolition.pdf:1: COAL CRUSHING HOUSE Teesside Management Offices,

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

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

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:8: arising, crushed concrete or imported fill

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:78:plant, pig caster, reservoirs, coal stockpiles and a slag crushing plant. During the investigation works the site

R-2022-0342-CD-10035117-AUK-XX-XX-RP-ZZ-0395-03-GE Plot.pdf:89: 0.6-1.0 Gravel sized lumps crush between

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)

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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

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

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

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

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

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

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

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

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

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

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

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:30: (1) MADE GROUND (Ash ll and crushed slag).

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:46: (1) MADE GROUND (Crushed slag).

R-2022-0342-CD-L05858-CLK-XX-XX-RP-GT-0002 Pile Risk Assessment .pdf:46: (1) MADE GROUND (Brown ash and crushed slag).

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

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

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

R-2023-0246-RMM-TV_ERF_Sustainable_Urban_Drainage_Systems_Technical_Note.pdf:15: verified Made Ground, certified demolition arisings, crushed

R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:8: Also specialist crushing and screening and pumping equipment when needed on site..

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

R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:14:  Any material processing operations (such as screening/crushing) will be located as

R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:33: type (i.e. concrete will be segregated from brick) before being crushed

R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:70: type (i.e. concrete will be segregated from brick) before being crushed

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

R-2020-0800-CD-Grangetown Prairie CEMP - Rev D.pdf:138:slag (but in some cases crushed building materials), this material has been added

R-2020-0302-PND-OFFICER REPORT.pdf:1:5 The Ferro Manganese Crushing Plant: a large portal steel frame semi-open

R-2020-0302-PND-OFFICER REPORT.pdf:2: level on completion, with any voids backfilled using on site crushed

R-2020-0302-PND-OFFICER REPORT.pdf:3: lifted off the structure where possible and set aside for crushing. Where

R-2020-0302-PND-OFFICER REPORT.pdf:3: grab attachment for the excavator. The bricks are to be crushed to a

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/

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

R-2020-0302-PND-STDC-SIZ-SB-EWO-0001 South Bank Enabling Works - Prior Approval Demoliti....PDF:1: crushing plant,

R-2020-0302-PND-STDC-SIZ-SB-EWO-0003 South Bank Enabling Works - Prior Approval Demoliti....PDF:1: crushing plant,

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

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

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

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.

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

R-2020-0302-PND-South Bank Wharf Minor Buildings Demolition V1.0.pdf:9: • 5 tonne crushing bucket

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

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

R-2020-0685-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:7: MAIN WALL CRUSHED STONE SURFACING

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

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.

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

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.

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

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

R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1383_P01 Quay Plan.pdf:1: MAIN WALL CRUSHED STONE SURFACING

R-2020-0685-ESM-OFFICER REPORT.pdf:13:(formerly slag crushing works).

R-2020-0685-ESM-OFFICER REPORT.pdf:22:area of crushed stone thus allowing uncontaminated surface water to drain

R-2020-0685-ESM-OFFICER REPORT.pdf:27:(formerly slag crushing works).

R-2020-0685-ESM-OFFICER REPORT.pdf:78:crushed stone and surface water would drain into the underlying material

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

R-2020-0685-ESM-61586 Quay Design and Access Statement November 2020.PDF:6: through the crushed stone into the underlying material without the need for a formal drainage

R-2020-0685-ESM-61586 Quay Design and Access Statement November 2020.PDF:8: crushed stone surface with heavy lift areas with concrete surfacing .

R-2020-0685-ESM-Appendix 11_Air quality assessment method.pdf:1: concrete) • On-site crushing and screening

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

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

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

R-2020-0685-ESM-Appendix 16_WFD scoping tables.pdf:15: allow uncontaminated surface water to drain through the crushed stone into the underlying

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

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

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

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

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).

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:17:Slag crushing works (former)

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:17: • Slag crushing works;

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:17: • Ore crushing plant;

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

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

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

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.

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

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:22:- Substation building to be crushed - 750m wharf with timber piles – likely to within pipework.

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:24:Waste inert materials (for example concrete, bricks, rubble) could be crushed and processed in accordance

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

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

R-2020-0685-ESM-PC1084-RHD-SB-DN-DR-C-1388_P01 Construction Sequence.pdf:1: INSTALL QUAY INSTALL CRUSHED ROCK SURFACING

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

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

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

R-2020-0685-ESM-61586 Quay Planning Statement 09-11-20.pdf:11: through the crushed stone into the underlying material without the need for a formal drainage

R-2020-0685-ESM-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.

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

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

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

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

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

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

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

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).

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).

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

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

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.

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’.

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

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

R-2020-0685-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:27:Slag crushing works (former)

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)

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

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

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

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

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

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

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

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

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

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

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

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:4: MAIN WALL CRUSHED STONE SURFACING

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

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

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

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)

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)

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

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:17:crushed stone into the underlying material without the need for a formal drainage system.

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_22. Climate change.pdf:7: (crushed stone)

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

R-2020-0685-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_22. Climate change.pdf:8: Concrete crusher 50 149

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

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

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

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P02.pdf:23:  Ore crushing and handling plant (North).

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

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

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

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

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

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

R-2019-0427-FFM-41825-WOOD-XX-XX-RP-OC-0002_A_P01.pdf:21:  Ore crushing and handling plant (North).

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

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

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

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

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

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)

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

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

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

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

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

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.

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

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

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

R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:15: crushing of oversize material prior to replacement is likely to be the most economical solution;

R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:19: 1. Crushing, blending and replacement to improve character of the slag by dispersion/mixing with

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

R-2021-0166-FFM-Geotechnical Risk Assessment .pdf:22: excavation crushed slag deposits. NB. This solution could potentially cause disturbance of the made

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

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

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,

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

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

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

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

R-2021-0166-FFM-Ground Remediation Options Report.pdf:20: • Screening and crushing of Made Ground materials in order to make suitable for reuse.

R-2021-0166-FFM-Ground Remediation Options Report.pdf:20: arising, crushed concrete or imported fill.

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

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

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

R-2021-0166-FFM-Ground Remediation Options Report.pdf:26:materials as far as practicable and stockpiled separately. Material should be crushed to 6f2 and reused in

R-2021-0166-FFM-Ground Remediation Options Report.pdf:26:will be crushed for reuse, while deleterious material will be removed from site. All remaining material will be

R-2022-0494-FFM-OFFICER REPORT.pdf:2:000001). An approach ramp made up of crushed aggregate will be in place at

R-2022-0494-FFM-Temporary Bridge Pland and Sections General Arrangement.pdf:2: 1:2 SLOPE OF CRUSHED

R-2022-0494-FFM-Temporary Bridge Pland and Sections General Arrangement.pdf:2: 1:2 SLOPE OF CRUSHED AGGREGATE/STONE

R-2022-0494-FFM-Temporary Bridge Pland and Sections General Arrangement.pdf:2: 1:2 SLOPE OF CRUSHED 1:2 SLOPE OF CRUSHED

R-2022-0494-FFM-21089271_1.pdf:18:available at the time of writing. Compaction testing showed the slag appeared to crush when compacted.

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

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

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

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

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.

R-2020-0281-PND-officer report 0281.pdf:2:• Crushing of demolition rubble to 6f2 specification and infill of voids;

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

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.

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

R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF:7: 5 tonne crushing bucket .

R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF:7: 1 x Crusher operator

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

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.

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.

R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF:12: Material will be stockpiled in a windrow ready for crushing.

R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF:12: Grade off footprint of building by utilising crush to taper off slab edges.

R-2020-0281-PND-R-2020-0281-PND-STDC-HFO Tank Method Statement FOR ISSUE (003).PDF:12: All brick and concrete will be crushed to a 6F2 Specification and stockpiled on site in the designated area.

R-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.

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.

R-2022-0205-SC-Screening Opinion Response.pdf:3:that a small excavator would perform crushing of rubble, concrete, and excavated

R-2022-0205-SC-Screening Opinion Response.pdf:3:foundations would then be excavated, removed, and backfilled with crushed material.

R-2022-0205-SC-Screening Opinion Response.pdf:4:  Total concrete / crushed concrete / soil to be removed from site = approximately

R-2022-0205-SC-Screening Opinion Report.pdf:4:a small excavator would perform crushing of rubble, concrete, and excavated material on

R-2022-0205-SC-Screening Opinion Report.pdf:4:then be excavated, removed, and backfilled with crushed material.

R-2022-0205-SC-Screening Opinion Report.pdf:4:  Total concrete / crushed concrete / soil to be removed from site = approximately

R-2022-0205-SC-Screening Opinion Report.pdf:8:a small excavator would perform crushing of rubble, concrete, and excavated material on

R-2022-0205-SC-Screening Opinion Report.pdf:8:then be excavated, removed, and backfilled with crushed material.

R-2022-0205-SC-Screening Opinion Report.pdf:8:  Total concrete / crushed concrete / soil to be removed from site = approximately

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

R-2022-0205-SC-Bran Sands EIA Screening Request_FINAL reduced signed.pdf:17: then be excavated, removed, and backfilled with crushed material.

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

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

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

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:26:  Crushing and Blending Plant

R-2021-1048-FFM-Redcar Steelworks-AUK-XX-XX-RP-GE-0001-02-SSI1_SSI2A_GI_SCR.pdf:70: The coke crushing plant prepared

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

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,

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

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

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

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

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

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,

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

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

R-2021-1048-FFM-Officer Report 1048.pdf:2:the subsurface, removal and crushing of relic structures and obstructions,

R-2021-1048-FFM-Officer Report 1048.pdf:2:appropriate and crushed in line with the approach set out in the Remediation

R-2021-1048-FFM-63262 NZT - Response to EA - 06.05.22.pdf:36:refer to crushing of materials into an aggregate under

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

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

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

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

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

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

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

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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

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

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

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,

R-2021-1048-FFM-Earthworks Specification.pdf:15: processed through a screen or a crusher to process material into

R-2021-1048-FFM-Earthworks Specification.pdf:15: Structures Concrete and masonry structures will be crushed and processed into

R-2021-1048-FFM-Earthworks Specification.pdf:19: crushed gravel, crushed rock,

R-2021-1048-FFM-Earthworks Specification.pdf:19: crushed concrete, chalk, well

R-2021-1048-FFM-Earthworks Specification.pdf:21: Selected A2 (crushed concrete) requirements

R-2021-1048-FFM-Earthworks Specification.pdf:21: Granular Fill A3 (crushed bricks, masonry) Tab 6/4

R-2021-1048-FFM-Earthworks Specification.pdf:26:processed by screening and crushing for use as a secondary aggregate.

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

R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:6: Potentially Expansive Refractory Materias) refer to crushing materials into

R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:7:be crushed and re-used under CL: AIRE DoW CoP. However, no other materials

R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:7:can be crushed and re-used. Any surplus crushed concrete and brick aggregate

R-2021-1048-FFM-EA_R20211048FFM_OFFICIAL_270122.pdf:7:Inert materials can be crushed and re-used on site under the WRAP Quality

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:4: 3.7.4 Coke Crushing and Blending Plant ……………………………………………………………. 3-6

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:5: 4.1.6 Coke Crushing and Blending Plant ……………………………………………………………. 4-2

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

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

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

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

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:22:3.7.4 Coke Crushing and Blending Plant

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

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:28:4.1.6 Coke Crushing and Blending Plant

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

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:31: Coke Crushing and Blending Metals Various metals ✓

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:33: Coke Crushing and Blending Coke/Coal ✓ ✓ Low

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

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

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:69: Crushing Human Health - Construction workers

R-2021-1048-FFM-SSI 1 Desk Study_final(2).pdf:72: Metals & Flue Crushing Surface water Human health - Future/End users of

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

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

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

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;

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:24: demolition arising, crushed concrete or imported fill.

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

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

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

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:29: crushed site aggregate

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-02-Rem_Strat_NetZero.pdf:30: crushed site aggregate

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

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

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-02-LWoW_DQRA.pdf:46:• Coke crushing / blending (west of the Site),

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

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.

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

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.

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

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

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

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

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.

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

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

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

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.

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

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.

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,

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

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

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.

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.

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

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

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

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

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:22: 0.6-1.0 Gravel sized lumps crush between

R-2021-1048-FFM-4339 Preliminary Onshore GI for NZT (Draft Report).pdf:22: weak crushed between finger and thumb. (0.6-1.0)

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

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.

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

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

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

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

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.

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

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

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

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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

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.

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

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-03-LWoW_DQRA.pdf:48: Coke crushing / blending (west of the Site),

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

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.

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

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.

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

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

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

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

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.

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

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

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

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.

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

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

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0428-01-Net_Zero_DQRA.pdf:41: Coke crushing / blending (west of the Site),

R-2021-1048-FFM-Factual Report SSI 1.pdf:62: plastic, crushed glass, shredded plastic, plastic pellets

R-2021-1048-FFM-Factual Report SSI 1.pdf:98: and crushed brick

R-2021-1048-FFM-Factual Report SSI 1.pdf:147: material (lighter) and possibly crushed silica bricks. Rare

R-2021-1048-FFM-Factual Report SSI 1.pdf:149: Reddish brown, red brick, crushed

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

R-2021-1048-FFM-Factual Report SSI 1.pdf:666:The fourteen samples were primary crushed to reduce particle size down to

R-2021-1048-FFM-Factual Report SSI 1.pdf:666:weight. The dried material was subjected to a regime of stage crushing and

R-2021-1048-FFM-Factual Report SSI 1.pdf:673:Polished blocks were prepared using particulate material crushed to a nominal

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

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

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

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;

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:24: demolition arising, crushed concrete or imported fill.

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

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

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

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:30: crushed site aggregate

R-2021-1048-FFM-10035117-AUK-XX-XX-RP-ZZ-0417-05-Rem_Strat_LWoW.pdf:31: crushed site aggregate

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

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

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

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

R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:66:The fourteen samples were primary crushed to reduce particle size down to

R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:66:weight. The dried material was subjected to a regime of stage crushing and

R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:73:Polished blocks were prepared using particulate material crushed to a nominal

R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:82:The samples were primary crushed to reduce particle size down to <50mm,

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

R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:91:Polished blocks were prepared using particulate material crushed to a nominal

R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:160: plastic, crushed glass, shredded plastic, plastic pellets

R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:196: and crushed brick

R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:245: material (lighter) and possibly crushed silica bricks. Rare

R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:247: Reddish brown, red brick, crushed

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:764:The fourteen samples were primary crushed to reduce particle size down to

R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:764:weight. The dried material was subjected to a regime of stage crushing and

R-2021-1048-FFM-GEO_STDCO_GEOENVIRONMENTALSUMMARYREPORT(002)sm.pdf:771:Polished blocks were prepared using particulate material crushed to a nominal

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.

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

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

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

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

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,

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

R-2021-0100-CD-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:46: lumps crush between finger and thumb.

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'.

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.

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

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

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

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

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,

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

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

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

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

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)

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.

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

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

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

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

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

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

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'.

R-2021-0100-CD-Phase II ESA.pdf:10:to slab level with concrete foundations, roadways and crushed aggregate including steelmaking wastes

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'.

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.

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

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.

R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:13:The proposed remedial strategy comprises the excavation and crushing of hardstanding (where

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

R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:16: • Excavated hard materials (such as concrete and brick) that may be crushed to produce

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

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.

R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:18: demolition arising, crushed concrete or imported fill.

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

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

R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:20:Made Ground materials will require size screening and crushing to enable reuse. Any deleterious

R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:23: crushed site aggregate

R-2021-0753-FFM-Arcadis - South Bank Strategy.pdf:24: crushed site aggregate

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

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

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,

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.

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

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:25:  Ore crushing and handling plant (North).

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

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

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

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.

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.

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:280:Yellow 4 or Y4), and utilised by both STSC and CRH plc (Tarmac). A large stockpile of crushed and

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:326: 4.1.19 Slag Processing Works – Includes Basic Slag Works and Slag Crushing Works, Slag

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

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

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

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

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‐

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.

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

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:350: and cross the area of the Slag Crushing Works before crossing the River Tees. The

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:366:Crusher House. The buildings have been demolished and the area is currently used to stockpile materials

R-2020-0357-OOM-South Industrial Zone ES - Vol 3 - Appendix H - July 2020.pdf:368:areas and Crush House remain.

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

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

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.

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

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

R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:18: Crushing Plant and associated conveyor

R-2020-0357-OOM-South Industrial ES - Vol 2 - Chapter H - July 2020.pdf:24: 8 Ore crushing and handling plant (North).

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

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

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

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

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

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,

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

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

R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:3: 3.4.3 Demolition and crushing …………………………………………………………………………………………………….. 11

R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A.pdf:12:3.4.3 Demolition and crushing (Pile head)

R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:3: 3.4.3 Demolition and crushing …………………………………………………………………………………………………….. 11

R-2022-0454-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev A(1).pdf:12:3.4.3 Demolition and crushing (Pile head)

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils_Part1.pdf:13: Slag crushing and metal cleaning plant

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

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

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

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:13: Slag crushing and metal cleaning plant

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

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

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0125-02-MPA_Shallow_Soils.pdf:52: lumps crush between finger and thumb.

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.

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

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

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

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

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,

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

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 –

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.

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

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

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

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

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,

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

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 –

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

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

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

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

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

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

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

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0181-MPA_ROA and Strategy.pdf:24: demolition arising, crushed concrete or imported fill.

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

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.

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

R-2020-0743-CD-10035117-AUK-XX-XX-RP-ZZ-0223-01-MPA_Deep_Soils.pdf:17: Slag crushing and metal cleaning plant

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.

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.

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.

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.

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

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

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

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.

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

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.

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.

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.

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,

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

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

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,

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

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 –

R-2023-0224-CD-50134151_1_CPP.pdf:11:Delivery Crushing and Access routes to and from site to be defined

R-2023-0224-CD-GrasscreteBrochure.pdf:11: 13.3 - 30.0 tonnes GC2 150mm A252 150mm crushed stone

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

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

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

R-2023-0224-CD-ArborSystem-Manual-2019.pdf:17: angular crushed stone, 12” (200 mm) minimum beyond the footprint of the structure. Stone

R-2023-0247-OOM-TV_BAF_Landscape_and_Visual_Appraisal_Part_1of2.pdf:18: There is a combination of crushed stone stockpiles, built up ground, and stripped

R-2023-0247-OOM-TV_BAF_Landscape_and_Visual_Appraisal_Part_1of2.pdf:26: ERF site and on-going remediation at the site itself. It is a combination of crushed

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

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

R-2023-0247-OOM-TV_BAF_Contaminated_Land_Review.pdf:46: verified Made Ground, certified demolition arisings, crushed

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,

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

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

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

R-2023-0247-OOM-TV_BAF_Air_Quality_Assessment.pdf:28: concrete), on-site crushing and screening, demolition activities > 20m above

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,

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

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

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

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

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,

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

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

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.

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

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

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

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

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;

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

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

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

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

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

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

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

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

R-2020-0820-ESM-Lackenby ES - Vol 3 - Chapter G - Ground Conditions - Dec 2020.pdf:1682:  Ore crushing and handling plant (North).

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

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

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

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

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

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

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

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

R-2020-0270-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:24:  Ore crushing and handling plant (North).

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

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

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

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

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

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,

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

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

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.

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

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

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

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

R-2021-0432-FFM-T1909 SOUTH TEEES DEVELOPMENT CORPORATION_Prairie Trade Effluent Consent.pdf:10:product resulting from the crushing of asbestos ore.

R-2020-0724-PND-60722_FINAL Cover Letter_Nov 2020.PDF:2:• Crushing of demolition rubble to Class 6F2 specification and infill of voids;

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.

R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF:3:3.6. Grubbing Up Foundations and Crushing 18

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.

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

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

R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF:9:  Mobile crusher

R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF:10:  Mobile crusher

R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF:10:  Mobile crusher

R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF:11:  1 x Crusher operator

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

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

R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF:18:3.6. Grubbing Up Foundations and Crushing

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.

R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF:18: Material will be stockpiled in a windrow ready for crushing.

R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF:18: Grade off footprint of building by utilising crush to taper off slab edges.

R-2020-0724-PND-STDC-Early Phase Demolition Outline MS_For Issue.PDF:18: All brick and concrete will be crushed to a 6F2 Specification and stockpiled on site in the designated area.

R-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.

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.

R-2020-0724-PND-Officer Report.pdf:2:  Crushing of demolition rubble to Class 6F2 specification and infill of

R-2020-0724-PND-Officer Report.pdf:2:demolition activities is to be crushed to a Class 6F2 specification and used to

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

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

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

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

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.

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.

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

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

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

R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:27: crushed site aggregate

R-2022-0355-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:28: crushed site aggregate

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

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

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.

R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:13:The proposed remedial strategy comprises the excavation and crushing of hardstanding (where

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

R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:16: • Excavated hard materials (such as concrete and brick) that may be crushed to produce

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

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.

R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:18: demolition arising, crushed concrete or imported fill.

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

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

R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:20:Made Ground materials will require size screening and crushing to enable reuse. Any deleterious

R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:23: crushed site aggregate

R-2021-0846-FFM-Arcadis - South Bank Strategy.pdf:24: crushed site aggregate

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

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

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,

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.

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

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

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

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

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.

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

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

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

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

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.

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

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

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

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

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

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)

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

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

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'.

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

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

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

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'.

R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:15:The proposed remedial strategy comprises the excavation and crushing of hardstanding (where

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

R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:16: current ground level including removal and crushing of

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

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

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.

R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:20: ground, certified demolition arising, crushed concrete or imported fill.

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

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

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

R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:28: crushed site aggregate

R-2021-0439-CD-South Bank Quay Strategy Rev. 1.pdf:29: crushed site aggregate

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

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

R-2023-0253-RMM-ArborSystem-Manual-2019.pdf:17: angular crushed stone, 12” (200 mm) minimum beyond the footprint of the structure. Stone

R-2023-0253-RMM-GrasscreteBrochure.pdf:11: 13.3 - 30.0 tonnes GC2 150mm A252 150mm crushed stone

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

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

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

R-2023-0253-RMM-50134151_1_CPP.pdf:11:Delivery Crushing and Access routes to and from site to be defined

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.

R-2021-0943-CD-SBQ1-GCL-ENV-SBKXX-PL-WM-000001.pdf:104: Brick/ blockwork Bricks (crushed and material recycled or reused.

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,

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

R-2020-0318-FFM-10035117-AUK-XX-XX-RP-ZZ-0117-01-Prairie_ESA_Addendum.pdf:46: lumps crush between finger and thumb.

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'.

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.

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

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

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

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

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,

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

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

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

R-2020-0318-FFM-Prairie Site Remediation EcIA_Issue.PDF:8: type (i.e. concrete will be segregated from brick) before being crushed

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

R-2020-0318-FFM-Prairie Site Remediation EcIA_Issue.PDF:76:slag (but in some cases crushed building materials), this material has been added

R-2020-0318-FFM-Prairie Site Remediation HRA_Issue.PDF:10: type (i.e. concrete will be segregated from brick) before being crushed

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

R-2020-0318-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:24:  Ore crushing and handling plant (North).

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

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

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

R-2020-0318-FFM-EP CL.pdf:1:The works will include turnover of the made ground and removal with crushing of any

R-2020-0318-FFM-Phase II ESA.PDF:10:to slab level with concrete foundations, roadways and crushed aggregate including steelmaking wastes

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'.

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.

R-2020-0318-FFM-officer report.pdf:1:subsurface, removal and crushing of relic structures and obstructions,

R-2020-0318-FFM-officer report.pdf:8:The works will include turnover of the made ground and removal with crushing

R-2020-0318-FFM-ROA and Remediation Strategy.PDF:9:demolished to slab level with concrete foundations, roadways and crushed aggregate including

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

R-2020-0318-FFM-ROA and Remediation Strategy.PDF:17:  Excavated hard materials (such as concrete and brick) that may be crushed to produce

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

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,

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

R-2020-0318-FFM-ROA and Remediation Strategy.PDF:30:The proposed remedial strategy comprises the excavation and crushing of hardstanding and other

R-2020-0318-FFM-ROA and Remediation Strategy.PDF:31:  Screening and crushing of Made Ground materials in order to make suitable for reuse.

R-2020-0318-FFM-ROA and Remediation Strategy.PDF:31: demolition arising, crushed concrete or imported fill.

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

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

R-2020-0318-FFM-ROA and Remediation Strategy.PDF:33:Made Ground materials will require size screening and crushing to enable reuse. Any deleterious

R-2020-0318-FFM-ROA and Remediation Strategy.PDF:38:materials as far as practicable and stockpiled separately. Material should be crushed to 6f2 and reused

R-2020-0318-FFM-ROA and Remediation Strategy.PDF:40:material will be crushed for reuse, while deleterious material will be removed from site. All remaining

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

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

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

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

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

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

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

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

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

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

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

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

R-2023-0291-ESM-ES Vol 1 Chapter 7 Air Quality.pdf:4: • Onsite crushing and 20m above ground level. ground level

R-2020-0799-CD-Nov 2020 - 2383 - CEMP - Prairie Phase 2 Works Prairie Rev 2 (1).pdf:4: • Crushing and processing of recovered concrete.

R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:8: Also specialist crushing and screening and pumping equipment when needed on site..

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

R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:14:  Any material processing operations (such as screening/crushing) will be located as

R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:33: type (i.e. concrete will be segregated from brick) before being crushed

R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:70: type (i.e. concrete will be segregated from brick) before being crushed

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

R-2020-0799-CD-Grangetown Prairie CEMP - Rev D.pdf:138:slag (but in some cases crushed building materials), this material has been added

R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:3: 3.4.3 Demolition and crushing ……………………………………………………………………………………………………… 11

R-2022-0746-CD-SeAH Monopile Facility_Construction Environmental Management Plan Rev B.pdf:12:3.4.3 Demolition and crushing (Pile head)

R-2022-0096-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

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

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

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

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.

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.

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

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

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

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

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

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

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

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.

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.

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

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)

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.

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.

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.

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.

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

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

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

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

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

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

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

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

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

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

R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:13:The proposed remedial strategy comprises the excavation and crushing of hardstanding (where

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

R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:16: • Excavated hard materials (such as concrete and brick) that may be crushed to produce

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

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.

R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:18: demolition arising, crushed concrete or imported fill.

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

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

R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:20:Made Ground materials will require size screening and crushing to enable reuse. Any deleterious

R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:23: crushed site aggregate

R-2021-0713-CD-Arcadis - South Bank Strategy.pdf:24: crushed site aggregate

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

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

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.

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.

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS-5.pdf:7: MAIN WALL CRUSHED STONE SURFACING

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

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

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:18: MAIN WALL CRUSHED STONE SURFACING

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

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

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:26: INSTALL QUAY INSTALL CRUSHED ROCK SURFACING

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:27: o Concrete crusher (land-based plant)

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:27: o Concrete crusher (land-based plant)

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

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:31:crushed stone into the underlying material without the need for a formal drainage system.

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:168:As outlined in Section 3, it is anticipated that the majority of the quay would be surfaced with crushed stone.

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

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

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

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

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

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).

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:185:Slag crushing works (former)

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:185: • Slag crushing works;

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:185: • Ore crushing plant;

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

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.

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.

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

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:466: (crushed stone)

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

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-9.pdf:467: Concrete crusher 50 149

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

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

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.

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

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:23:- Substation building to be crushed - 750m wharf with timber piles – likely to within pipework.

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:25:Waste inert materials (for example concrete, bricks, rubble) could be crushed and processed in accordance

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

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

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

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

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

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

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

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).

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).

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

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

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.

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’.

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

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

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:273:Slag crushing works (former)

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:274:Slag crushing works (100 m north)

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:274:Ore crushing plant (ferro manganese crushing

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

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:278: crushed stone which would break the linkage

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

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:282:Slag crushing works / currently Deposits); Secondary

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

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

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

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

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part1-3.pdf:292: Crush

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

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

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:18: MAIN WALL CRUSHED STONE SURFACING

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

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

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:26: INSTALL QUAY INSTALL CRUSHED ROCK SURFACING

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:27: o Concrete crusher (land-based plant)

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:27: o Concrete crusher (land-based plant)

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

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:31:crushed stone into the underlying material without the need for a formal drainage system.

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:168:As outlined in Section 3, it is anticipated that the majority of the quay would be surfaced with crushed stone.

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

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

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

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

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

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).

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:185:Slag crushing works (former)

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:185: • Slag crushing works;

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:185: • Ore crushing plant;

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

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.

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.

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

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:466: (crushed stone)

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

MLA_2020_00507-PC1084_RHD-ZZ-XX-RP-Z-1100_EIA Report_main body-8.pdf:467: Concrete crusher 50 149

MLA_2020_00507-PC1084-RHD-ZZ-XX-RP-Z-1100_EIA Report_Appendices_Part2-4.pdf:293: concrete) • On-site crushing and screening

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

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

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

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

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

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

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

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

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

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

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

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

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)

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)

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

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:31:crushed stone into the underlying material without the need for a formal drainage system.

R-2020-0371-SCP-PC1084_R-2020-0371-SCP-RHD-ZZ-XX-RP-Z-1100_EIA_Report_main_body-from-gov-uk.pdf:168:As outlined in Section 3, it is anticipated that the majority of the quay would be surfaced with crushed stone.

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

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

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

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

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

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).

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)

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;

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;

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

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.

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.

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

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)

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

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

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

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

R-2020-0684-ESM-PC1084-RHD-ZZ-XX-RP-Z-1108_NTS.pdf:7: MAIN WALL CRUSHED STONE SURFACING

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

R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1383_P01 Quay Plan.pdf:1: MAIN WALL CRUSHED STONE SURFACING

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

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

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

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

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

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).

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:17:Slag crushing works (former)

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:17: • Slag crushing works;

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_8. Land quality and geology.pdf:17: • Ore crushing plant;

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

R-2020-0684-ESM-61586 Quay Design and Access Statement November 2020.PDF:6: through the crushed stone into the underlying material without the need for a formal drainage

R-2020-0684-ESM-61586 Quay Design and Access Statement November 2020.PDF:8: crushed stone surface with heavy lift areas with concrete surfacing .

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

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

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.

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

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:22:- Substation building to be crushed - 750m wharf with timber piles – likely to within pipework.

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1111_Appendix 1_Waste Report.pdf:24:Waste inert materials (for example concrete, bricks, rubble) could be crushed and processed in accordance

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

R-2020-0684-ESM-EP CL.pdf:1:and the Tarmac Asphalt and Concrete plant (formerly slag crushing works).

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_22. Climate change.pdf:7: (crushed stone)

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

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_22. Climate change.pdf:8: Concrete crusher 50 149

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

R-2020-0684-ESM-PC1084-RHD-SB-DN-DR-C-1388_P01 Construction Sequence.pdf:1: INSTALL QUAY INSTALL CRUSHED ROCK SURFACING

R-2020-0684-ESM-Officer Report 0684.pdf:13:(formerly slag crushing works).

R-2020-0684-ESM-Officer Report 0684.pdf:22:area of crushed stone thus allowing uncontaminated surface water to drain

R-2020-0684-ESM-Officer Report 0684.pdf:27:(formerly slag crushing works).

R-2020-0684-ESM-Officer Report 0684.pdf:78:crushed stone and surface water would drain into the underlying material

R-2020-0684-ESM-Appendix 11_Air quality assessment method.pdf:1: concrete) • On-site crushing and screening

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.

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

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

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

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

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

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

R-2020-0684-ESM-Appendix 16_WFD scoping tables.pdf:15: allow uncontaminated surface water to drain through the crushed stone into the underlying

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

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

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

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

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

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

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

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).

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).

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

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

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.

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’.

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

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

R-2020-0684-ESM-PC1084-RHD-SB-EN-RP-EV-1107_Appendix 7_Land quality desk study.pdf:27:Slag crushing works (former)

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)

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

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

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

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

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

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

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

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

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

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

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

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

R-2020-0684-ESM-61586 Quay Planning Statement 09-11-20.pdf:11: through the crushed stone into the underlying material without the need for a formal drainage

R-2020-0684-ESM-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

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

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:4: MAIN WALL CRUSHED STONE SURFACING

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

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

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

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)

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)

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

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_3. Description of the proposed scheme.pdf:17:crushed stone into the underlying material without the need for a formal drainage system.

R-2020-0684-ESM-PC1084_RHD-ZZ-XX-RP-Z-1100_19. Landscape and visual.pdf:19:concrete crusher. Certain activity will require use of river barges.

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.

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

R-2021-0405-FFM-OFFICER REPORT.pdf:2:ground within the subsurface, removal and crushing of relic structures and

R-2021-0405-FFM-OFFICER REPORT.pdf:2:treated as appropriate and crushed in line with the approach set out in the

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

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

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

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

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

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

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

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

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.

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.

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

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

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

R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:28: crushed site aggregate

R-2021-0405-FFM-10035117-AUK-XX-XX-RP-ZZ-0293-01-South Bank Quay Strategy rev1.PDF:29: crushed site aggregate

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

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

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.

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

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

R-2022-0526-CD-AQIA_FINAL.pdf:14: cladding or timber) 20m above ground level • On-site crushing and

R-2022-0526-CD-AQIA_FINAL.pdf:39: aerodynamic diameter and is created through the action of crushing and

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:51: RECYCLED CRUSHED AGGREGATE

R-2022-0679-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:52: RECYCLED CRUSHED AGGREGATE

R-2020-0539-PND-Officer report _R20200539PND.pdf:3: • Crushing of demolition rubble to Class 6FA specification and infill of

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

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

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

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

R-2020-0539-PND-South Bank Wharf Riverside Buildings Demolition V1.1 reviewed.PDF:8:  5 tonne crushing bucket

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

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;

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

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

R-2022-0755-CD-Aug 22 - CEMP - Land West of Warrenby - Site Preparation Remediation Works.pdf:4:  Crushing and processing of recovered concrete.

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0428-04-LWoW_DQRA.pdf:50:• Coke crushing / blending (west of the Site),

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

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.

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

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.

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

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

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

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

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.

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

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

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

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.

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

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

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

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;

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.

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

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

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

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:31: crushed site aggregate

R-2022-0755-CD-10035117-AUK-XX-XX-RP-ZZ-0417-06-Rem_Strat_LWoW(1).pdf:32: crushed site aggregate

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

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

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.

R-2020-0679-PND-Officer Report.pdf:1:• Crushing of demolition rubble to Class 6F2 fill material and infill of voids;

R-2020-0679-PND-Officer Report.pdf:2:demolition activities is to be crushed to a Class 6F2 specification and used to

R-2020-0679-PND-Officer Report.pdf:2:utilising on site crushed material. Existing roads and hardstanding areas,

R-2020-0679-PND-TSWK-STDC-DMP-ZZ-DR-C-0001 Torpedo Shed Demolition Plan AMENDED.PDF:1: CRUSHED UNCONTAMINATED SITE WON 6F2 TO

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;

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.

R-2020-0679-PND-60722_Cover letter torpedo v2_Nov 2020.PDF:3:with any voids backfilled utilising on site crushed material.

R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF:3:3.6. Grubbing Up Foundations and Crushing 18

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;

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

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.

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

R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF:14: crushing. During the stockpiling the excavator will remove any

R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF:14: product ready for crushing.

R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF:17:All rubble and brick work, scrap metal associated with the buildings will be stockpiled locally. All approved rubble and brickwork this will be crushed into a 6F2 product

R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF:17:using an excavator mounted crushing bucket or processing plant. All scrap metal will be cut to manageable sizes of approximately 1.5m by 0.6m and stockpiled for

R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF:18:3.6. Grubbing Up Foundations and Crushing

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;

R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF:18:  Material will be stockpiled in a windrow ready for crushing;

R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF:18:  Grade off footprint of building by utilising crush to taper off slab edges;

R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF:18:  All brick and concrete will be crushed to a 6F2 Specification and stockpiled on site in the designated

R-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.

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.

R-2020-0679-PND-STDC-Torpedo Workshop Demolition_Outline MS_For Issue.PDF:22: CRUSHED UNCONTAMINATED SITE WON 6F2 TO

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:51: RECYCLED CRUSHED AGGREGATE

R-2022-0366-CD-SeAH Drainage Strategy_SEA CLK ZZ EX ZZ TN C 0001.pdf:52: RECYCLED CRUSHED AGGREGATE

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

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

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

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

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,

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

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

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.

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.

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

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

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

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:38:materials as far as practicable and stockpiled separately. Material should be crushed to 6f2 and reused

R-2021-0879-FF-10035117-AUK-XX-XX-RP-ZZ-0066-01-Prairie ROA and Strategy.PDF:40:material will be crushed for reuse, while deleterious material will be removed from site. All remaining

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.

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

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

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

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

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

R-2021-0879-FF-41825-WOOD-XX-XX-RP-OC-0001_S0-P01 (Part 1).pdf:24: Ore crushing and handling plant (North).

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

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

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

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

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

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'.

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.

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

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

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

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

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

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)

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

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

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'.

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

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.

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

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

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

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

R-2020-0411-FFM-Figure 6.9 Landscape Strategy.pdf:1: WALL AGGREGATE CRUSHED STONE

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

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.

R-2020-0411-FFM-Appendix 10.1 Transport Assessment.pdf:35: BALED Aggregate Crushed Stone

R-2020-0411-FFM-Appendix 10.1 Transport Assessment.pdf:35: Aggregate Crushed Stone

R-2021-0728-PND-Demolition of Dorman Long Tower.pdf:22: Crush and physical injury to Banksman to be used when reversing.

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

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

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

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

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

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.

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.

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

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

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

R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:27: crushed site aggregate

R-2021-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0271-02-South Bank Priority Strategy.pdf:28: crushed site aggregate

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

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

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

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:59: • Former steel works including blended ore stocks and coke crushing plant;

R-2023-0179-SCP-HyGreen Production Facility Scoping Report_FINAL.pdf:60: crushing and blending plant and former pellet plant – currently being

R-2020-0819-ESM-VOL 2 CHAPTER H.pdf:26: requiring breaking out and crushing. Old foundations and in-ground structures will present

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

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

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

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

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

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),

R-2023-0277-CD-10035117-AUK-XX-XX-RP-ZZ-623-01-Data Gap Areas GQRA.pdf:54: ash and crushed brick.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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

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

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

R-2020-0465-FFM-Metals Recovery Site HRA_Issue.PDF:9:construction material. This involves the crushing and screening of the raw by

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

R-2020-0465-FFM-41825-WOOD-XX-XX-RP-OC-0001_S0_P01.PDF:24:  Ore crushing and handling plant (North).

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

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

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

R-2020-0465-FFM-10035117-AUK-XX-XX-RP-ZZ-0125-01-MPA_Shallow_Soils.PDF:13: Slag crushing and metal cleaning plant

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

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.

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.

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.

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.

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.

R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:7:construction material. This involves the crushing and screening of the raw by-

R-2020-0465-FFM-MRS EcIA Report_Issue.PDF:68:some cases crushed building materials), this material has been added for the